2016 EMI International Conference - univ-lorraine.fr

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PROGRAM 2016

2016 EMI International

Conference

Engineering Mechanics Institute

O C T O B E R 2 5 – 2 7 , 2 0 1 6 , M E T Z F R A N C E

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Conference area layout

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Welcome from the conference Chair

Professor M. Hattab Université de Lorraine, Metz, France

On behalf of the Steering Committee, the Local Organizing Committee and the International Scientific Committee, I would like to welcome you to the Université de Lorraine, at the Campus of Ile du Saulcy-Metz, site of the second International Conference, after the 2015 conference at the Hong Kong Polytechnic University that the Engineering Mechanics Institute (EMI) of the American Society of Civil Engineers (ASCE) organized outside the United States. This important event will be taking place for the first time in Europe.

2016 EMI International Conference feature about 320 oral presentations in the 24 Mini-Symposia organized in parallel sessions. The participants come from 36 countries in the six continents, with impressive participation of young researchers and PhD students who will have a great opportunity to exchange on an international platform.

The Plenary Keynote lectures by six distinguished research leaders come from International Universities, the contributions will cover the most challenging fields in the context of Engineering Mechanics and Materials Science. In addition, several large mini-symposia will start with keynote presentations by leading researchers in the mini-symposia topics. Large areas of research will be discussed during the conference in the different Mini-symposia, including: Porous Media, Severe Plastic Deformation, Damage and Failure, Biomechanics, Biomaterials, Granular Mechanics, Uncertainty Quantification, Non-Linear Dynamics, Instability and Bifurcations, Multiscale Modeling, Composite Materials and Structures, Creep and Relaxation Mechanics, Cementitious Materials, Geomechanics, Confined Structures, Laterites Clayey Soils, Model Order Reduction, and Modeling and Testing of Infrastructure. A special Mini-Symposium in honor of Professor Yannis Dafalias, on the occasion of his 70th birthday will provide an excellent opportunity for exchanges in the field of Constitutive Modeling of Engineering Materials.

I would like to take this opportunity to warmly thank who worked hard to supervise the conference. First, the Logistics Committee members for their invaluable assistance and their high efficiency: Nathalie Kasprzak, the webmaster for the conference, for her generous efforts. She has been a key pillar in the logistics organization and a real chair’s right-hand. Roxane Massion for her pleasant cooperation and her work to make the Social Events in an enjoyable atmosphere; Jacqueline Decker and Anne-Martine Blum for the hard logistics work; Mohamad Jrad, Guillaume Robin, Slim Bahi and Julien Oury for their strong support.

I would like to express my gratitude to the Steering Committee Members, Pierre-Yves Hicher, Michel Potier-Ferry and Matthieu Vandamme for their enthusiastic support and for accepting to play the role of “Maître de Cérémonie” during the three days of the conference; the EMI Board of Governors, Prof. Jiun-Shyan Chen, EMI President, Dr. Amar Chaker, EMI Director, and Ms Verna Jameson (EMI) for the assistance they provided at all stages of the conference organization.

A warm thank you the Plenary Keynote Speakers, the Mini-Symposia Organizers, the Chairs of Sessions, and all the participants of the conference.

I wish you a very fruitful Conference!

Mahdia Hattab Chair of 2016 EMI International Conference

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Welcome from the EMI President

Professor J. S. Chen University of California, San Diego, USA

Dear Participants of the 2016 EMI International Conference:

On behalf of the Board of Governors of the Engineering Mechanics Institute of the American Society of Civil Engineers, it is my honor to welcome you to the 2016 EMI International Conference. It follows last year’s EMI international conference held at the Hong Kong Polytechnic University and is set to be our largest yet. The success of this conference is a testament to the hard work of the Conference Chair and the Local Organizing Committee, and to the commitment at all levels of EMI to make our community the hub for mechanics at the interface of science, engineering and society.

I thank Professor Mahdia Hattab and her colleagues, and the University of Lorraine for hosting this year’s EMI international conference which as of the writing of this message is reaching new heights, with over 400 registrations, and participants from nearly 40 countries making it a truly international event. Many thanks also to the organizations who sponsored this event: the LEM3 Laboratory, the Grand Est Region, and the Metz Metropole ANDRA agency and the Mechanics learned societies (AFM, CSMA). The ever-increasing attendance at the EMI events reflects the fact that our Institute enjoys the worldwide reputation of being the premier venue for mechanics in civil engineering.

As I am starting my second year as President of EMI, I am happy to report that our Institute is thriving; thanks to the dedication and hard work of the Board of Governors, the EMI staff, the technical committees and its members from around the globe. In addition to the vibrant technical programs offered over the past nine years at EMI conferences, our Institute has experienced a healthy increase in its membership and in the reputation of the ASCE Journal of Engineering Mechanics and the ASCE Journal of Nanomechanics and Micromechanics.

I invite you to be actively involved in your Institute and engaged in its activities. Opportunities include the delivery of webinars, the writing of new volumes for the Lecture Notes in Mechanics series, active participation on committees that organize conference sessions, ideas on how to increase EMI-industry collaboration, and seeking leadership roles on committees.

I am extremely confident that under the leadership of its Board of Governors, EMI will continue along its successful path.

I wish you an enjoyable and productive conference, and look forward seeing you next year in San Diego, California, where EMI will be celebrating its tenth anniversary.

Yours truly,

J.-S. Chen, Ph.D., F.EMI, M.ASCE

EMI President

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Committees

Steering Committee

Mahdia Hattab Université de Lorraine, LEM3-CNRS UMR 7239

Pierre-Yves Hicher Ecole Centrale de Nantes, GeM-CNRS UMR 6183

Michel Potier-Ferry Université de Lorraine, LEM3-CNRS UMR 7239

Matthieu Vandamme Laboratoire Navier, ENPC

Local Committee

Farid Abed-Meraim, LEM3, ENSAM Slim Bahi, Université de Lorraine, LEM3 Anne Blum, Université de Lorraine, LEM3 Hanbing Bian, Université de Lorraine, LEM3 Wen Chen, Université de Lorraine, LEM3 Olivier Cuisinier, Université de Lorraine, LEMTA El Mostafa Daya, Université de Lorraine, LEM3, Fédération Gi2M Jacqueline Decker, Université de Lorraine, LEM3 Laurent Faure, Université de Lorraine, LEM3 Albert Giraud, Université de Lorraine, Geoscience Lamine Ighil Ameur, Université de Lorraine, LEM3 Mohamad Jrad, Université de Lorraine, LEM3 Nathalie Kasprzak, Université de Lorraine, LEM3, CNRS Marion Martiny, Université de Lorraine, LEM3 Farimah Masrouri, Université de Lorraine, LEMTA Roxane Massion, Université de Lorraine, LEM3 Sébastien Mercier, Université de Lorraine, LEM3 Guillaume Robin, Université de Lorraine, LEM3 Nadia Saiyouri,I2M, Université de Bordeaux Hamid Zahrouni, Université de Lorraine, LEM3 Dan Zhao, Université de Lorraine, LEM3

2016 EMI Board of Governors

Jose E. Andrade, California Institute of Technology Roberto Ballarini, University of Houston Amar A. Chaker, American Society of Civil Engineers Jiun-Shyan Chen, University of California, San Diego Raymond Daddazio, Thornton Tomasetti George Deodatis, Columbia University Muhammad R Hajj, Virginia Tech Ning Lu, Colorado School of Mines Glaucio H. Paulino, Georgia Institute of Technology

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International Scientific Committee

Elias C. Aifantis, Aristotle University of Thessaloniki, Greece Mathieu Bauchy, University of California, USA Michael Beer, Leibniz University Hannover, Germany Salim Belouettar, Luxembourg Institute of Science, Luxembourg Pierre-Alain Boucard, Université Paris-Saclay, France Frédéric Bumbieler, Andra, Underground Research Laboratory, France Jean-Pierre Brancher, Université de Lorraine, France Fabian Brau, Université Libre de Bruxelles, Belgium Sébastien Brisard, Université Paris-Est, France Amar A. Chaker, Engineering Mechanics Institute, ASCE, USA Noël Challamel, University of South Brittany, France Eleni Chatzi, Ecole polytechnique fédérale de Zurich, Switzerland Manolis Chatzis, The University of Oxford, United Kingdom Cyrille Chazalon, Université de Strasbourg, France Jiun-Shyan Chen, University of California San Diego, USA Christophe Czarnota, Université de Lorraine, France Yannis F. Dafalias, National Technical University of Athens, Greece & University of California, USA Cristian Dascalu, Université de Lorraine, France El-Mostafa Daya, Université de Lorraine, Fédération GI2M, France Georgios Deodatis, Columbia University, USA Hervé Di Benedetto, Université de Lyon, France Laurent Faure, Université de Lorraine, France Jean-Marie Fleureau, CentraleSupelec, France Yibin Fu, Keele University, United Kingdom Domenico Gallipoli, Université de Pau et des Pays de l’Adour, France Roger G. Ghanem, University of Southern California, USA Albert Giraud, Université de Lorraine, France Gaetano Giunta, Luxembourg Institute of Science, Luxembourg Antonio Gomes Correia, University of Minho, Portugal Johann Guilleminot, Université Paris-Est Marne-la-Vallée, France Sylvain Guillou, Université de Caen Normandie, France Muhammad R. Hajj, Virginia Tech, USA Christian Hellmich, Vienna University of Technology, Austria Pierre-Yves Hicher, Ecole Centrale de Nantes, France Heng Hu, Wuhan University, China Yongzhong Huo, Fudan University, China Kalpana Katti, North Dakota State University, USA Ioannis A. Kougioumtzoglou, Columbia University, USA Niels Kruyt, University Twente, The Netherlands Tangi Leborgne, Bouygues Construction, France Adrien Leygue, Université de Nantes, France Ali Limam, INSA de Lyon, France Ning Lu, Colorado School of Mines, USA Ahmed Makradi, Luxembourg Institute of Science, Luxembourg Ramesh B. Malla, University of Connecticut, USA Majid T. Manzari, George Washington University, USA Didier Marot, Université de Nantes, France Roxane Massion, Université de Lorraine, France Sébastien Mercier, Université de Lorraine, France Günther Meschke, Ruhr University Bochum, Germany Olivier Millet, Université de La Rochelle, France Claire Morin, Ecole Nationale Supérieure des Mines de Saint-Étienne, France François Nicot, IRSTEA, France Catherine O'Sullivan, Imperial College, United Kingdom

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Athanasios A. Pantelous, University of Liverpool, United Kingdom Anne Pantet, Normandie Université, France Costas Papadimitriou, University of Thessaly, Greece Sylvain Philippon, Université de Lorraine, France Bernhard Pichler, Vienna University of Technology, Austria Frédéric Pignon, Université de Grenoble Alpes, France Grégory Pinon, Normandie Université, France Glaucio H. Paulino, Georgia Institute of Technology, USA Michel Potier-Ferry, Université de Lorraine, France Nima Rahbar, Worcester Polytechnic Institute, USA Andry Rico Razakamanantsoa, IFSTTAR, France Daniel Rittel, Technion Israel Institute of Technology, Israel Jose Rodriguez-Martinez, Carlos III University, Spain David Ruch, Luxembourg Institute of Science, Luxembourg Nadia Sayouri, Université de Bordeaux, France Stefan Scheiner, Vienna University of Technology, Austria Igor Sevostianov, New Mexico State University, USA Christian Soize, Université Paris-Est, France Hanene Souli, Ecole Nationale d’Ingénieurs de Saint Etienne, France Said Taibi, Normandie Université, France Mahdi Taiebat, University of British Columbia, Canada Savvas Triantafyllou, The University of Nottingham, United Kingdom Laszlo S. Toth, Université de Lorraine, LabEx DAMAS, France Vera Ven Beek, Delft University of Technology, The Netherlands Matthieu Vandamme, Université Paris-Est, France Ahmer Wadee, Imperial College London, United Kingdom Yang Xiang, Western Sydney University, Australia Fan Xu, Fudan University, China Jifeng Xu, Beijing Aeronautical Science & Technology Research Institute, China Daniil Yurchenko, Herriot-Watt University, United Kingdom Julien Yvonnet, Université Paris-Est, France

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Program

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Conference at a glance

Monday, October 24, 2016

5:00 pm – 7:00 pm Registration & Welcome drink – Théâtre du Saulcy

Tuesday, October 25, 2016

8:00 am – 4:00 pm Registration – l’Atrium/UFR DEA

7:45 am – 8:00 am Breakfast – l’Atrium/UFR DEA

8:00 am – 8:30 am Opening Session/Welcoming Remarks – Amphi 1/UFR ALL

8:30 am – 9:35 am MC Talk/Plenary Keynote Lecture1 – Amphi 1/UFR ALL


10:40 am – 11:00 am Coffee Break – l’Atrium/UFR DEA

11:00 am – 12:30 pm Parallel Sessions – Rooms & Amphis/UFR DEA

12:30 pm – 2:00 pm Lunch – Crous Restaurant

2:00 pm – 3:30 pm Parallel Sessions – Rooms & Amphis/UFR DEA

3:30 pm – 3:50 pm Coffee Break – l’Atrium/UFR DEA


6:30 pm – 8:00 pm Ice Breaker – Saint-Pierre-aux-Nonnains

Wednesday, October 26, 2016









3:30 pm – 3:50 pm Refreshment & Coffee Break – l’Atrium/UFR DEA


6:45 pm – 7:00 pm Buses to Pont-à-Mousson / Cathédrale de Metz

7:30 pm – 11:00 pm Banquet/Concert – Abbaye des Prémontrés

Thursday, October 27, 2016

8:00 am – 12:00 am Registration – l’Atrium/UFR DEA








3:30 pm – 3:50 pm Refreshment & Coffee – l’Atrium/UFR DEA

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Social events

Admission to all social events except the conference banquet is included with your conference

registration fee. Banquet tickets are included only for full and guest registration but can also be

purchased separately.

Your name badge is required for admission to all events.

Monday, October 24, 2016 - Welcome drink

5:00 pm – 7:00 pm

Théâtre du Saulcy

Get to know the conference venue and meet the 2016 EMI-IC participants, collect your registration

package & enjoy a casual drink and light snacks & petits apéritifs

Tuesday, October 25, 2016 - Ice Breaker

6:30 pm – 8:00 pm

Saint Pierre-aux Nonnains

1, Rue de la Citadelle

Metz

Meet the 2016 EMI-IC participants, enjoy the wine and cheese apperitif in this fantastic pre-medieval

church. It began life as a Roman gymnasium in the 4th century AD, making it one of the oldest churches

in Europe.

In the 16th century, the building became a warehouse, and remained so until the 1970s, when it was

restored and opened for concerts and exhibitions.

Wednesday, October 26, 2016 - Banquet/Concert

7:30 pm – 11:00 pm

Abbaye des Prémontrés

Pont-Mousson

For Full and Guest Registration only (or separate ticket required).

Join us in a convivial athmosphere with 2016EMI-IC participants, Organizers and EMI members. The

banquet will take place in a prestigious building of one of the greatest religious ordersof the middle

ages.

L’Abbaye des Prémontrés represented by among others the Cistercians and the Benedictines, the

Norbertine order, founded by Saint Norbert in 1121 near Laon contributed strongly to the religious

and spiritual history of Lorraine, until the 17th century.

L’Abbaye becames a Historical Building in 1910. It belonged to the State, then was given to the city in

1912. It became a civil hospice until 1944.

6:45 pm – 7:00 pm: BUSES TO THE BANQUET

L’abbaye des Prémontrés is located at Pont à Mousson at about 30 km from Metz.

The departures to the banquet will be provided by buses. The place departure will be at Cathédrale

de Metz at 6 :45 pm, the last bus from Cathédrale de Metz at 7.00 pm.

After the Banquet, the first departure from L’abbaye des Prémontrés to Metz will be at 10:00 pm, the

last departure around 11h30 pm after the concert.

Please note that the banquet tickets are requied for the buses access

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List of Mini-Symposia and their Sessions

MS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media Interactions

S1S1S1S1 Modeling of internal erosion

Chairs D. Marot & V. Van Beek

S10S10S10S10 Multiscale studies of internal erosion processes

Chairs C. O'Sullivan & D. Marot

S37S37S37S37 Ground water flow-fluid solid interactions-hydrogeology

Chairs V. Van Beek & C. O'Sullivan

S20S20S20S20 Internal Stability of Granular Materials

Chairs H. Souli & J-M. Fleureau

MS MS MS MS Severe Plastic DeformationSevere Plastic DeformationSevere Plastic DeformationSevere Plastic Deformation

S5S5S5S5 Opening lectures

Chair S. Suwas

S30S30S30S30 Texture and microstructure in SPD materials

Chair R. Valiev

S13S13S13S13 Functional properties of SPD materials

Chair M. Zehetbauer

S21S21S21S21 Mechanics of UFG materials-1

Chair E. C. Aifantis


Chair A. Chokshi

S66S66S66S66 Modeling of SPD materials

Chair I. Beyerlein

MS MS MS MS Friction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in Contact

S4S4S4S4

Chairs L. Faure & S. Philippon

MS MS MS MS Damage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic Response

S33S33S33S33 S45S45S45S45 S49S49S49S49

Chair C. Dascalu Chair C. Czarnota Chair D. Rittel

S59S59S59S59 S69S69S69S69

Chair S. Osovski Chair J. A. Rodriguez-Martinez

MS MS MS MS Constitutive Constitutive Constitutive Constitutive Modeling of Engineering Materials: A miniModeling of Engineering Materials: A miniModeling of Engineering Materials: A miniModeling of Engineering Materials: A mini----symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on

the occasion of his 70th birthdaythe occasion of his 70th birthdaythe occasion of his 70th birthdaythe occasion of his 70th birthday

S2S2S2S2 S11S11S11S11 S29S29S29S29

Chairs M. T. Manzari & M. Taiebat

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MS MS MS MS Fatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to Ballast

S19S19S19S19 S25S25S25S25

Chair C. Chazallon

MS MS MS MS Advances in Micromechanics of MaterialsAdvances in Micromechanics of MaterialsAdvances in Micromechanics of MaterialsAdvances in Micromechanics of Materials

S9S9S9S9 S17S17S17S17

Chairs A. Giraud & I. Sevostianov Chair M. Kachanov

S23S23S23S23 S42S42S42S42

Chair V. Eremeyev Chair V. Kushch

MS MS MS MS Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty, Stochastic Perspective, Computational MethodsStochastic Perspective, Computational MethodsStochastic Perspective, Computational MethodsStochastic Perspective, Computational Methods

S7S7S7S7 Uncertainty Quantification in Engineering Simulations

Chairs E. Chatzi & C. Papadimitriou


Chairs E. Chatzi & S. Triantafyllou

S40S40S40S40 Computational Methods for Nonlinear Dynamic Processes

Chairs E. Chatzi & M. Chatzis

S56S56S56S56 Recent Advances in Nonlinear Dynamics and Control: A Stochastic Perspective

Chair M. Beer

S14S14S14S14 Uncertainty Quantification in Computational Mechanics

Chair J. Guilleminot

MS MS MS MS Instabilities and Bifurcations in Solids, Structures and Soft MaterialsInstabilities and Bifurcations in Solids, Structures and Soft MaterialsInstabilities and Bifurcations in Solids, Structures and Soft MaterialsInstabilities and Bifurcations in Solids, Structures and Soft Materials

S3S3S3S3 S27S27S27S27

Chair M. Potier-Ferry Chair F. Xu

S12S12S12S12 S22S22S22S22

Chair Y. Fu Chair F. G. Rammerstorfer

S38S38S38S38

Chair Y. Huo

MS Soil Based ConcreteMS Soil Based ConcreteMS Soil Based ConcreteMS Soil Based Concrete

S61S61S61S61 Earth concrete S73S73S73S73 Raw earth

Chairs N. Saiyouri & S. Taibi Chairs N. Saiyouri & D. Gallipoli

MS MS MS MS Generalized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and Applications

S46S46S46S46 S53S53S53S53

Chairs Y. F. Dafalias & L. S. Toth Chairs E. C. Aifantis & Y. F. Dafalias

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MS MS MS MS Multiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic Properties

S18S18S18S18 Stochastic models & filtering approache

Chair J. Yvonnet

S24S24S24S24 Fracture & interfacial effects

Chair L. Brochard

S43S43S43S43 Molecular dynamics and micromechanics

Chair V. Ehrlacher

S48S48S48S48 Numerical methods

Chair S. Brisard

MS MS MS MS Durability and Multifield Analysis of Composite Materials and StructuresDurability and Multifield Analysis of Composite Materials and StructuresDurability and Multifield Analysis of Composite Materials and StructuresDurability and Multifield Analysis of Composite Materials and Structures

S63S63S63S63 S75S75S75S75

Chair S. Belouettar Chair E. M. Daya

MS MS MS MS Advances in Creep and Relaxation MechanicsAdvances in Creep and Relaxation MechanicsAdvances in Creep and Relaxation MechanicsAdvances in Creep and Relaxation Mechanics

S32S32S32S32 S44S44S44S44

Chair H. Di Benedetto Chair M. Vandamme

S58S58S58S58 S68S68S68S68

Chair A. T. Akono Chair B. Pichler

MS MS MS MS Cementitious Materials: Experiments and Cementitious Materials: Experiments and Cementitious Materials: Experiments and Cementitious Materials: Experiments and Modeling Across the Scales / StModeling Across the Scales / StModeling Across the Scales / StModeling Across the Scales / Strrrructural Materialsuctural Materialsuctural Materialsuctural Materials

S35S35S35S35 S51S51S51S51

Chairs C. Hellmich & G. Meschke Chairs C. Hellmich & B. Pichler

S71S71S71S71

Chairs G. Meschke & B. Pichler

MS MS MS MS Advanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and Agriculture

S26S26S26S26

Chairs A. R. Razakamanantsoa & T. Le Borgne

MS MS MS MS Stability and Failure of Structures and MaterialsStability and Failure of Structures and MaterialsStability and Failure of Structures and MaterialsStability and Failure of Structures and Materials

S34S34S34S34 S50S50S50S50

Chairs N. Challamel & M. Zingales Chairs N. Challamel & D. Zorica

S60S60S60S60 S70S70S70S70

Chairs A. Wadee & T. Kubiak Chairs A. Wadee & V. A. Eremeyev

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MS MS MS MS Multiscale Multiscale Multiscale Multiscale and Multiphysics Approaches in Geomechanicsand Multiphysics Approaches in Geomechanicsand Multiphysics Approaches in Geomechanicsand Multiphysics Approaches in Geomechanics

S31S31S31S31 S41S41S41S41

Chair F. Nicot Chair O. Millet

S57S57S57S57 S67S67S67S67

Chair N. P. Kruyt Chair F. Nicot

MS MS MS MS Mechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined Structures

S36S36S36S36 S52S52S52S52

Chair A Limam Chair F. Bumbieler

MS MS MS MS Laterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering Applications

S54S54S54S54 S72S72S72S72

Chair A. Pantet Chair N. Saiyouri

MS MS MS MS Model Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and Applications

S6S6S6S6 S15S15S15S15 S39S39S39S39

Chairs P-A. Boucard & A. Leygue

MS MS MS MS Biomechanics and Mechanobiology of Biological Biomechanics and Mechanobiology of Biological Biomechanics and Mechanobiology of Biological Biomechanics and Mechanobiology of Biological Tissues / Biologically Inspired MaterialsTissues / Biologically Inspired MaterialsTissues / Biologically Inspired MaterialsTissues / Biologically Inspired Materials

S8S8S8S8 S16S16S16S16

Chairs C. Morin & S. Scheiner Chairs C. Morin & C. Hellmich

MS MS MS MS Rheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable Energy

S64 S64 S64 S64

Chairs F. Pignon & S. Guillou

MS Applied / Computational / Experimental MS Applied / Computational / Experimental MS Applied / Computational / Experimental MS Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing of Structural Mechanics, Dynamics, Modeling and Testing of Structural Mechanics, Dynamics, Modeling and Testing of Structural Mechanics, Dynamics, Modeling and Testing of

InfrastructureInfrastructureInfrastructureInfrastructure

S62S62S62S62 S74S74S74S74

Chair A. Pantet Chair Ramesh B. Malla

Program Table

8:00-8:30 am 8:30-10:40 am 10:40-11:00 am 11:00 am-12:30 pm 12:30-2:00 pm 2:00-3:30 pm 3:30-3:50 pm 3:50-5:20 pm 6:30-8:00 pm 7:30-10:00 pm

Monday (October 24, 2016)

Registration (5:00-7:00 pm) Welcome Drink (5:00-7:00 pm)

Tuesday (October 25, 2016)

Registration (8:00-4:00 pm)

Opening

Session

Plenary Keynotes

Lecture1

Lecture2

Coffee break Parallel Sessions

(S1-S9) Lunch

Parallel Sessions

(S10-S19) Coffee break

Parallel Sessions

(S20-S26) Ice-Breaker

Wednesday (October 26, 2016)


Breakfast

Plenary Keynotes

Lecture1

Lecture2


(S27-S36) Lunch

Parallel Sessions

(S37-S46) Coffee break

Parallel Sessions

(S47-S54) Banquet Dinner

Thursday (October 27, 2016)


Breakfast

Plenary Keynotes

Lecture1

Lecture2


(S56-S64) Lunch

Parallel Sessions

(S65-S75) Coffee Supplementary sessions

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List of 2016EMI-IC Minisymposia and organizers

MS: Experimental and Computational Analysis of Fluid Porous Media Interactions

Organizers:

Didier Marot, GeM - UMR CNRS 6183, France

Vera Van Beek, Delft University of Technology, Netherlands

Catherine O'Sullivan, Imperial College, United Kingdom

And for the session S20And for the session S20And for the session S20And for the session S20

Organizers:

Hanene Souli, Ecole Nationale d’Ingénieurs de Saint Etienne, France

Jean-Marie Fleureau, Ecole Centrale de Paris, France

MS: Severe Plastic Deformation

Organizers:

Roxane Massion, Université de Lorraine, LEM3 UMR CNRS 7239, France

Laszlo S. Toth, Université de Lorraine, LEM3 UMR CNRS 7239, Laboratory of Excellence on Design

of Alloy Metals for low-mAss Structures ('Damas'), France

MS: Friction and Interactions at High Velocities of Interfaces in Contact

Organizers:

Laurent Faure, Université de Lorraine, LEM3 UMR CNRS 7239, France

Sylvain Philippon, Université de Lorraine, LABPS, France

MS: Damage and Failure Mechanics: from Microstructure to Macroscopic Response

Organizers:

Cristian Dascalu, Université de Lorraine, LEM3 UMR CNRS 7239, France

Jose Rodriguez-Martinez, Carlos III University, Spain

Daniel Rittel, Technion Israel Institute of Technology, Israel

Christophe Czarnota, Université de Lorraine, LEM3 UMR CNRS 7239, France

Sébastien Mercier, Université de Lorraine, LEM3 UMR CNRS 7239, France

MS: Constitutive Modeling of Engineering Materials: A mini-symposium honoring Professor Dafalias

on the occasion of his 70th birthday

Organizers:

Majid T. Manzari, George Washington University, USA

Mahdi Taiebat, University of British Columbia, Canada

MS: Fatigue in Granular Geomaterials: from Soils to Ballast

Organizers:

Cyrille Chazalon, University of Strasbourg, INSA Strasbourg, ICUBE UMR CNRS 7357, France

Antonio Gomes Correia, University of Minho, School of Engineering, Portugal

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MS: Advances in Micromechanics of Materials

Organizers:

Igor Sevostianov, New Mexico State University, Department of Mechanical and Aerospace

Engineering, USA

Albert Giraud, Université de Lorraine, GeoRessources Laboratory, CNRS, CREGU, France

MS: Nonlinear Dynamics, Uncertainty, Stochastic Perspective, Computational Methods

Organizers:

For the session S7For the session S7For the session S7For the session S7

Eleni Chatzi, Department of Civil, Environmental and Geomatic Engineering, ETH Zurich, Switzerland

Costas Papadimitriou, University of Thessaly, Department of Mechanical Engineering, Volos, Greece


Michael Beer, Leibniz University Hannover, Institute for Computer Science in Civil Engineering, United

Kingdom

Ioannis A. Kougioumtzoglou, Columbia University, Department of Civil Engineering and Engineering

Mechanics, USA

Athanasios A. Pantelous, University of Liverpool, Department of Mathematical Sciences and Institute for Risk

and Uncertainty, United Kingdom

Daniil Yurchenko, Herriot-Watt University, Department of Mechanical Engineering, United Kingdom


Johann Guilleminot, Université Paris-Est Marne-la-Vallée, MSME UMR CNRS 8208, France

Roger G. Ghanem, University of Southern California, Department of Aerospace and Mechanical Engineering,

USA

Christian Soize, Université Paris-Est Marne-la-Vallée, MSME UMR CNRS 8208, France


Eleni Chatzi, Department of Civil, Environmental and Geomatic Engineering, ETH Zurich, Switzerland

Manolis Chatzis, The University of Oxford, United Kingdom

Savvas Triantafyllou, The University of Nottingham, United Kingdom

MS: Recent Advances in Nonlinear Dynamics and Control: A Stochastic Perspective

Organizers:

Michael BEER, Leibniz University Hannover, Institute for Computer Science in Civil Engineering,

United Kingdom

Ioannis A. KOUGIOUMTZOGLOU, Columbia University, Department of Civil Engineering and

Engineering Mechanics, USA

Athanasios A. PANTELOUS, University of Liverpool, Department of Mathematical Sciences and

Institute for Risk and Uncertainty, United Kingdom

Daniil YURCHENKO, Herriot-Watt University, Department of Mechanical Engineering, United

Kingdom

MS: Instabilities and Bifurcations in Solids, Structures and Soft Materials

Organizers:

Fabian Brau, Université Libre de Bruxelles, Belgium

Yibin Fu, Keele University, Department of Mathematics, United Kingdom

Yongzhong Huo, Fudan University, Department of Mechanics and Engineering Science, China

Michel Potier-Ferry, Université de Lorraine, LEM3 UMRS CNRS 7239, France

Fan Xu, Fudan University, Department of Mechanics and Engineering Science, China

20

MS: Soil Based Concrete

Organizers:

Nadia Sayouri, University of Bordeaux, I2M-Civil & Environmental Engineering department, UMR

CNRS 5295, France

Domenico Gallipoli, University of Pau & Pays de l’Adour, Institut Supérieur Aquitain du Bâtiment et

des Travaux Publics, France

Said Taibi, Université de Havre, Laboratoire Ondes et Milieux Complexes (LOMC) CNRS UMR 6294,

France

MS: Generalized Granular Mechanics: Theory and Applications

Organizers:

Elias C. Aifantis, Aristotle University of Thessaloniki, Greece

Yannis F. Dafalias, National Technical University of Athens, Greece, University of California, Davis,

USA

Laszlo S. Toth, Université de Lorraine, LEM3 UMR CNRS 7239, Laboratory of Excellence on Design

of Alloy Metals for low-mAss Structures ('Damas'), France

MS: Multiscale Modeling of Microstructures and their Macroscopic Properties

Organizers:

Sébastien Brisard, Université Paris-Est, Laboratoire Navier (UMR CNRS 8205), France

Julien Yvonnet, Université Paris-Est, MSME UMR CNRS 8208, France

MS: Durability and Multifield Analysis of Composite Materials and Structures

Organizers:

El-Mostafa Daya, Université de Lorraine, LEM3 UMRS CNRS 7239, Fédération GI2M, France

Salim Belouettar, Luxembourg Institute of Science, Luxembourg

Ahmed Makradi, Luxembourg Institute of Science, Luxembourg

Gaetano Giunta, Luxembourg Institute of Science, Luxembourg

David Ruch, Luxembourg Institute of Science, Luxembourg

Heng Hu, Technology And Wuhan University, China

MS: Advances in Creep and Relaxation Mechanics

Organizers:

Matthieu Vandamme, Laboratoire Navier (ENPC, IFSTTAR, CNRS), France

Bernhard Pichler, Vienna University of Technology (TU Wien), Austria

Ange-Thérèse Akono, University of Illinois at Urbana-Champaign, Department of Civil and

Environmental Engineering, USA

Mathieu Bauchy, University of California, Department of Civil and Environment Engineering, USA

Hervé Di Benedetto, University of Lyon, LGCB, LTDS (CNRS 5513) ENTPE, France

MS: Cementitious Materials: Experiments and Modeling Across the Scales / Structural Materials

Organizers:

Christian Hellmich, Vienna University of Technology (TU Wien), Austria

Günther Meschke, Ruhr University Bochum, Germany

Bernhard Pichler, Vienna University of Technology (TU Wien), Austria

Gilles Pijaudier-Cabot, Université de Pau et des pays de l’Adour, France

Franz-Josef Ulm, Massachusetts Institute of Technology (MIT), USA

Nima Rahbar, Worcester Polytechnic Institute, USA

21

MS: Advanced Soil Mechanics for Transportation and Agriculture

Organizers:

Andry Rico Razakamanantsoa, IFSTTAR, France

Fateh Bendahmane, Université of Nantes, France

Tangi Leborgne, Bouygues Construction, France

Harifidy Ranaivomanana, Université de Nantes, France

MS: Stability and Failure of Structures and Materials

Organizers:

Ahmer Wadee, Imperial College London, United Kingdom

Noël Challamel, University of South Brittany - Lorient, France

Yang Xiang, Western Sydney University, Australia

Jifeng Xu, Beijing Aeronautical Science & Technology Research Institute, China

MS: Multiscale and Multiphysics Approaches in Geomechanics

Organizers:

François Nicot, IRSTEA, France

Olivier Millet, Université de La Rochelle, France

Niels Kruyt, University Twente, Netherlands

MS: Mechanical Behaviour and Stability of Confined Structures

Organizers:

Ali Liman, LGCIE, INSA de Lyon, France

Frédéric Bumbieler, Andra, Meuse/Haute-Marne Underground Research Laboratory, France

MS: Laterites / Clayey Soils for Civil Engineering Applications

Organizers:

Nadia Sayouri, University of Bordeaux, I2M-Civil & Environmental Engineering department, UMR

CNRS 5295, France

Anne Pantet, Le Havre University, LOMC UMR CNRS 6294, France

MS: Model Order Reduction Techniques and Applications

Organizers:

Pierre-Alain Boucard, Université Paris-Saclay, LMT Cachan, France

Adrien Leygue, Université de Nantes, GeM, France

Ramon Codina, Universitat Politècnica de Catalunya, Spain

MS: Biomechanics and Mechanobiology of Biological Tissues / Biologically Inspired Materials

Organizers:

Claire Morin, Center for Biomedical and Healthcare Engineering (UMR CNRS 5307), École Nationale

Supérieure des Mines de Saint-Étienne, France

Stefan Scheiner, Vienna University of Technology, Institute for Mechanics of Materials and

Structures, Austria

Christian Hellmich, Vienna University of Technology (TU Wien), Austria

MS: Rheology and complex fluids / Marine Renewable Energy

Organizers:

Frédéric Pignon, Université de Grenoble Alpes, Laboratoire Rhéologie et Procédés, France

22

Jean-Pierre Brancher, Institut Élie Cartan de Lorraine, Université de Lorraine, France

Sylvain Guillou, Université de Caen Normandie, LUSAC, EA 4253, France

Grégory Pinon, Université de Le Havre, LOMC, UMR CNRS 6294, France

MS: Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing

of Infrastructure

Organizers:

Ramesh B. Malla, Ph.D. F. ASCE, Department of Civil and Environmental Engineering University of

Connecticut Storrs, CT, U.S.A.

Anne Pantet, Ph.D., Le Havre University, LOMC UMR CNRS 6294, France

24


Maître de CérémonieMaître de CérémonieMaître de CérémonieMaître de Cérémonie

Michel Potier-Ferry has obtained the diploma of Ecole Polytechnique in 1972. His PhD was obtained at Université Pierre et Marie Curie (Paris 6) in 1978 (doctorat d'état according to the old french system). The title was "Mathematical foundations of elastic stability theory" and Georges Duvaut was the advisor. He teaches since 1972, first as Assistant professor at Université Pierre et Marie Curie and Ecole Polytechnique. He became professor at the University of Metz in 1985. He was the head of organizing committees of several big conferences (Congrès Français de Mécanique 1989, European Solid Mechanics Conference 2000). He held various positions in his university (e.g. vice-president for research), in the ministry of research and in French academic societies (president of Association Universitaire de Mécanique, vice-president of Association Française de Mécanique). He published more than 170 papers in peer-reviewed journals and was advisor of 45 PhD theses.

Michel Potier-Ferry Full Professor

Université de Lorraine, Laboratoire d’Etude des Microstructures et Mécanique des Matériaux – CNRS UMR 7239

25


PLENARY LECTUREPLENARY LECTUREPLENARY LECTUREPLENARY LECTURE

Alain MOLINARI Laboratoire d'Etude des Microstructures et de Mécanique des Matériaux (LEM3) CNRS UMR 7239 - Université de Lorrain, France Alain Molinari born in Lorraine, was graduated at the University of Strasbourg (MS) and University of Metz (PhD). He is professor of solid mechanics at the University of Lorraine and was half-time professeur chargé de cours at Ecole Polytechnique during 14 years. His work on high strain rate phenomena was initiated during a sabbatical leave at Brown University (Providence, USA) in 1981. When coming back to France, he was one of the two founders of the Laboratory of Physics and Mechanics of Materials (now LEM3) at the University of Metz. He has worked on various fields of solid mechanics. His research on high strain phenomena comprises the theoretical analysis of dynamic failure by strain localization (dynamic necking and adiabatic shearing), the multiscale modeling of dynamic damage. The multiscale approaches that he proposed for the modeling of the viscoplastic response of polycrystalline materials are used worldwide and applied to materials such as metals, semi-crystalline polymers and geo-materials (ice and rocks). He was invited professor in Brown University (Providence), the California Institute of Technology (Caltech, Pasadena), the Johns Hopkins University (Baltimore), in Europe, the Hamburg-Harburg University (Germany), the Institute of Fundamental Studies of Warsaw (IPPT), the Institute of Mathematics of Bucharest (Roumania) and also in Australia: the University of Western Australia (Perth), Monash University (Melbourne). He was awarded Millikan distinguished professor at Caltech (California, 1996), distinguished scholar and Gledden Senior Fellow at the University of Western Australia (1995 and 1997), was awarded a chair of excellence at the University Carlos III of Madrid (2009 and 2011). In 2012 he received the John Rinehart award for his work on high strain rate phenomena. He is author and co-author of about 200 research papers and co-editor of one book.

Damage and failure of ductile materials under dynamic conditions

Failure of metallic materials under dynamic loading is an important issue when considering security of structures (impact, explosive loading) or when dealing with high speed forming processes in manufacturing industries. Under such extreme conditions, the damage mechanisms leading to fracture are not only influenced by the rheological properties of the material but appear to be also very much affected by inertia effects which are taking place at the microscopic level. One of the most common mechanism of ductile fracture is related to nucleation, growth and coalescence of micro-voids. It is the scope of this presentation to propose a theoretical approach of this mode of failure for metallic materials subjected to fast processes and to unravel the fundamental role of micro-scale inertia in the failure process. The presentation will start with a brief review of inertia effects on the development of localized modes of failure such as dynamic necking and shear banding. The following of the talk will focus on dynamic damage by micro-voiding. A multiscale modelling of dynamic failure is proposed and a review of results reached in the last ten years is presented, including the following aspects:

� role of micro-inertia on the evolution of damage � modeling of the phase of stable void growth, contrast with classical quasistatic models � effect of the void shape � flow surfaces and unusual effects due to micro-inertia � final stage of damage evolution: the void coalescence process � spalling: theoretical approach and experimental validation � dynamic fracture: crack growth and fracture toughness � regularizing effects of inertia at the microscale, natural emergence of material length scales and

positive outcomes on mesh sensitivity in finite element calculations Finally, some open questions will be exposed.

26



Stefanie REESE

RWTH Aachen University, Germany

Stefanie Reese finished her studies of Civil Engineering at the Leibniz University Hannover (Germany) with the diploma in 1990. Her PhD examination took place at Darmstadt University of Technology under the supervision of Prof. Peter Wriggers (1994). After two fruitful research stays at the University of California at Berkeley (USA) and at the University of Capetown (South Africa) she became assistant professor in Darmstadt, Hannover and finally associate professor (2000) at the Ruhr University Bochum (Germany). In the following ten years she obtained offers for full professorships from Braunschweig University of Technology (2005), RWTH Aachen University (2009), both in Germany, and from ETH Zurich (Switzerland). Today, she is head of the Institute of Applied Mechanics at RWTH Aachen University. Stefanie is author of more than 300 publications and holds several important positions in the international science community. Since 2015 she is treasurer of the European Mechanics Society.

Tissue-engineered textile-reinforced aortic heart valves –multiscale modeling and experimental validation

S. Reese, D. Sodhani, S. Stapleton, R. Moreira, P. Mela, S. Jockenhövel

Physiologically haemocompatible, biological and mechanical implants, equivalent to the native aortic heart valves are in development as an alternative to mechanical prostheses. To achieve sufficient mechanical strength for application in tissue-engineered valves exposed to the systemic circulation, the tissue is re-inforced by a textile scaffold. Mechanical testing of tissue-engineered heart valves is expensive and time-consuming. Therefore, the current study seeks to predict the behaviour of textile reinforced artificial heart valves using a multi-scale modelling approach. For this purpose, the complex textile structure is divided into simplified models at different scales. Virtual experiments are conducted on each of these scales and their response is fitted by appropriate isotropic and anisotropic hyperelastic material models. The textile response is then used in a macro heart valve model, which is subjected to dynamic cardiac loading. It is shown that the current modelling approach is in good agreement with the real valve behaviour.

28


Thuesday, October 25, 2016

MS MS MS MS Experimental and Computational Analysis of Fluid Porous Media InteractionsExperimental and Computational Analysis of Fluid Porous Media InteractionsExperimental and Computational Analysis of Fluid Porous Media InteractionsExperimental and Computational Analysis of Fluid Porous Media Interactions

S1S1S1S1 Modeling of internal erosion

Chairs D. Marot & V. Van Beek

S10S10S10S10 Multiscale studies of internal erosion processes

Chairs C. O'Sullivan & D. Marot

S20S20S20S20 Internal Stability of Granular Materials

Chairs H. Souli & J-M. Fleureau


S5S5S5S5 Opening lectures

Chair S. Suwas

S13S13S13S13 Functional properties of SPD materials

Chair M. Zehetbauer


Chair E. C. Aifantis

MS MS MS MS Friction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in ContactFriction and Interactions at High Velocities of Interfaces in Contact

S4S4S4S4

Chairs L. Faure & S. Philippon

MS MS MS MS Constitutive Modeling of Engineering Materials: Constitutive Modeling of Engineering Materials: Constitutive Modeling of Engineering Materials: Constitutive Modeling of Engineering Materials:

A miniA miniA miniA mini----symposium honoring Professor Dafalias on the occasion of his 70th birthdaysymposium honoring Professor Dafalias on the occasion of his 70th birthdaysymposium honoring Professor Dafalias on the occasion of his 70th birthdaysymposium honoring Professor Dafalias on the occasion of his 70th birthday

S2S2S2S2 S11S11S11S11


MS MS MS MS Fatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to BallastFatigue in Granular Geomaterials: from Soils to Ballast

S19S19S19S19 S25S25S25S25

Chair C. Chazallon


S9S9S9S9 S17S17S17S17

Chairs A. Giraud & I. Sevostianov Chair M. Kachanov

S23S23S23S23

Chair V. Eremeyev

29



Chairs E. Chatzi & C. Papadimitriou

S14S14S14S14 Uncertainty Quantification in Computational Mechanics

Chair J. Guilleminot


S3S3S3S3

Chair M. Potier-Ferry

S12S12S12S12 S22S22S22S22

Chair Y. Fu Chair F. G. Rammerstorfer

MS MS MS MS Multiscale Modeling of Microstructures and their Macroscopic Multiscale Modeling of Microstructures and their Macroscopic Multiscale Modeling of Microstructures and their Macroscopic Multiscale Modeling of Microstructures and their Macroscopic PropertiesPropertiesPropertiesProperties

S18S18S18S18 Stochastic models & filtering approache

Chair J. Yvonnet

S24S24S24S24 Fracture & interfacial effects

Chair L. Brochard

MS MS MS MS Advanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and AgricultureAdvanced Soil Mechanics for Transportation and Agriculture

S26S26S26S26

Chairs A. R. Razakamanantsoa & T. Le Borgne

MS MS MS MS Model Order Model Order Model Order Model Order Reduction Techniques and ApplicationsReduction Techniques and ApplicationsReduction Techniques and ApplicationsReduction Techniques and Applications

S6S6S6S6 S15S15S15S15


MS MS MS MS Biomechanics and Mechanobiology of Biological Tissues / Biologically Inspired MaterialsBiomechanics and Mechanobiology of Biological Tissues / Biologically Inspired MaterialsBiomechanics and Mechanobiology of Biological Tissues / Biologically Inspired MaterialsBiomechanics and Mechanobiology of Biological Tissues / Biologically Inspired Materials

S8S8S8S8 S16S16S16S16

Chairs C. Morin & S. Scheiner Chairs C. Morin & C. Hellmich

30



8:00 am – 8:30 am

Opening Session/Welcoming Remarks – Amphi 1/UFR ALL

8:30 am – 9:35 am

Maître de Cérémonie Talk/Plenary Keynote Lecture1 – Amphi 1/UFR ALL

9:35 am – 10:40 am

Maître de Cérémonie Talk/Plenary Keynote Lecture2 – Amphi 1/UFR ALL


11:00 am – 12:30 pm

Parallel Sessions (S1-S9) – Rooms & Amphis/UFR DEA

S1 Modeling of internal erosion Location:

Chairs: D. Marot & V. Van Beek Room 117

A10158: A comprehensive framework for the constitutive behavior of erodible porous media A10158: A comprehensive framework for the constitutive behavior of erodible porous media A10158: A comprehensive framework for the constitutive behavior of erodible porous media A10158: A comprehensive framework for the constitutive behavior of erodible porous media

Rachel Gelet, Institut de Recherche en Génie Civil et Mécanique, Université de Nantes, Saint Nazaire,

France

(D. Marot)

A10511: Discrete modelling of backward front propagation in piping erosion A10511: Discrete modelling of backward front propagation in piping erosion A10511: Discrete modelling of backward front propagation in piping erosion A10511: Discrete modelling of backward front propagation in piping erosion

Francesco Froiio, LTDS - Ecole Centrale de Lyon, France

(D.K. Tran , N. Prime , C. Callari, E. Vincens)

A10570: A full hydroA10570: A full hydroA10570: A full hydroA10570: A full hydro----geomechanical modeling of internal erosiongeomechanical modeling of internal erosiongeomechanical modeling of internal erosiongeomechanical modeling of internal erosion

Jie Yang, Ecole Centrale de Nantes, Nantes, France

(Z. YIN, F. Laouafa, P. Hicher)

A10514: Computational analysis of propagating localized erosion in porous media A10514: Computational analysis of propagating localized erosion in porous media A10514: Computational analysis of propagating localized erosion in porous media A10514: Computational analysis of propagating localized erosion in porous media

Carlo Callari, DiBT Engineering Division, University of Molise, Italy

(A. Francesco Rotunno, F. Froiio)

A10351: CFD simulations of flow in polydisperse granular media with application to internal erosionA10351: CFD simulations of flow in polydisperse granular media with application to internal erosionA10351: CFD simulations of flow in polydisperse granular media with application to internal erosionA10351: CFD simulations of flow in polydisperse granular media with application to internal erosion

Chris Knight, CDT in Theory and Simulation of Materials, Imperial College London, UK

(C. O'Sullivan, B. van Wachem, D. Dini)

S2 A mini-symposium honoring Professor Dafalias on the occasion of his 70th birthday

Location:

Chairs: M. T. Manzari & M. Taiebat Room 118

MiniMiniMiniMini----Keynote:Keynote:Keynote:Keynote: A10334: Modeling cyclic deformation of metals with application to technological fA10334: Modeling cyclic deformation of metals with application to technological fA10334: Modeling cyclic deformation of metals with application to technological fA10334: Modeling cyclic deformation of metals with application to technological forming orming orming orming

processes processes processes processes

Zenon Mróz, Institute of Fundamental Technological Research, Warsaw, Poland

A10535: On GradientA10535: On GradientA10535: On GradientA10535: On Gradient----Dependent Finite Plasticity with Inhomogeneously Evolving Plastic SpinDependent Finite Plasticity with Inhomogeneously Evolving Plastic SpinDependent Finite Plasticity with Inhomogeneously Evolving Plastic SpinDependent Finite Plasticity with Inhomogeneously Evolving Plastic Spin

Elias C. Aifantis, Aristotle University, Thessaloniki 54124, Greece

(I. Tsagrakis)

A10424: Estimation of the effective yield function of isotropic composites A10424: Estimation of the effective yield function of isotropic composites A10424: Estimation of the effective yield function of isotropic composites A10424: Estimation of the effective yield function of isotropic composites

Nikolaos Aravas, University of Thessaly,Greece

(I. Papadioti, K. Danas)

31

A10293: Plastic strainA10293: Plastic strainA10293: Plastic strainA10293: Plastic strain----induced elastic stiffness anisotropy in clays: multiinduced elastic stiffness anisotropy in clays: multiinduced elastic stiffness anisotropy in clays: multiinduced elastic stiffness anisotropy in clays: multi----scale experimenscale experimenscale experimenscale experimental evidence tal evidence tal evidence tal evidence

and mathematic modeling and mathematic modeling and mathematic modeling and mathematic modeling

Angelo Amorosi, Sapienza University of Rome, Italy

S3 Instabilities and Bifurcations Location:

Chair: M. Potier-Ferry Amphi 3

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10409: Competition of short and longA10409: Competition of short and longA10409: Competition of short and longA10409: Competition of short and long----wavelength instabilities in prewavelength instabilities in prewavelength instabilities in prewavelength instabilities in pre----stressed elastic stressed elastic stressed elastic stressed elastic

rods rods rods rods

Basile Audoly, Laboratoire de mécanique des solides, Polytechnique, France

(C. Lestringant)

A1017: Postbucklig behaviour of carbon nano tubes A1017: Postbucklig behaviour of carbon nano tubes A1017: Postbucklig behaviour of carbon nano tubes A1017: Postbucklig behaviour of carbon nano tubes

Nicola Luigi Rizzi, Università Roma Tre, Italy

(H. Aminpour)

A10269: SnapA10269: SnapA10269: SnapA10269: Snap----through phenomena during rotation of a clamped elastic rod through phenomena during rotation of a clamped elastic rod through phenomena during rotation of a clamped elastic rod through phenomena during rotation of a clamped elastic rod

Costanza Armanini, DICAM - University of Trento, Italy

(F. Dal Corso, D. Misseroni, D. Bigoni)

A10574: Monte Carlo simulations as a tool toA10574: Monte Carlo simulations as a tool toA10574: Monte Carlo simulations as a tool toA10574: Monte Carlo simulations as a tool to investigate carbon nanostructures under pressure investigate carbon nanostructures under pressure investigate carbon nanostructures under pressure investigate carbon nanostructures under pressure

Markus A. Hartmann, Faculty of Physics, University of Vienna, Vienna, Austria

(Y. Sun, D. J. Dunstan)

S4 Friction and Interactions at High Velocities of Interfaces in Contact Location:

Chairs: L. Faure & S. Philippon Room 201

A10201: Towards the application of the Discrete Element Method to simulate segregation of sinter A10201: Towards the application of the Discrete Element Method to simulate segregation of sinter A10201: Towards the application of the Discrete Element Method to simulate segregation of sinter A10201: Towards the application of the Discrete Element Method to simulate segregation of sinter

particles in a set of hoppers particles in a set of hoppers particles in a set of hoppers particles in a set of hoppers

Edouard Izard, ArcelorMittal Maizières Research SA, France

(D. Sert)

A10239: Evaluation, in a calibration chamber, of soilA10239: Evaluation, in a calibration chamber, of soilA10239: Evaluation, in a calibration chamber, of soilA10239: Evaluation, in a calibration chamber, of soil----pile friction in a saturated clay for large numbers of pile friction in a saturated clay for large numbers of pile friction in a saturated clay for large numbers of pile friction in a saturated clay for large numbers of

cycles. cycles. cycles. cycles.

Rawaz Dlawar Muhammed, Ecole nationale des ponts et chaussées, France

(J. Canou, J.C. Dupla, A. Tabbagh)

A10253: Effect of plate boundaryA10253: Effect of plate boundaryA10253: Effect of plate boundaryA10253: Effect of plate boundary conditions on the compression postconditions on the compression postconditions on the compression postconditions on the compression post----impact properties of a composite impact properties of a composite impact properties of a composite impact properties of a composite

plate subjected to a multiple impact loading plate subjected to a multiple impact loading plate subjected to a multiple impact loading plate subjected to a multiple impact loading

Krimo Azoauoui, Université des Sciences et de la Technologie Houari Boumediene

(USTHB), Algeria

(S. Mouhoubi, A. Mesbah, S.A. Kaoua, S. Boutaleb, M. Kenane)

A10302: Impact of an antiA10302: Impact of an antiA10302: Impact of an antiA10302: Impact of an anti----fretting coating on the behavior of a contact between titanium alloys in fretting coating on the behavior of a contact between titanium alloys in fretting coating on the behavior of a contact between titanium alloys in fretting coating on the behavior of a contact between titanium alloys in

severe conditions severe conditions severe conditions severe conditions

Mathieu Marquer, IRT-M2P, Metz, France

(S. Philippon, L. Faure, P. Chevrier, J. Tardelli)

A10137: Electromechanical coupA10137: Electromechanical coupA10137: Electromechanical coupA10137: Electromechanical coupling in a ball bearing using DEM ling in a ball bearing using DEM ling in a ball bearing using DEM ling in a ball bearing using DEM

Charles Machado, UPJV-LTI Laboratoire des Technologies Innovantes, France

(S. Baudon, M. Guessasma, V. Bourny, J. Fortin, R. Bouzerar, P. Maier)

32

A10114: Effect of cutting conditions on the surface state of the pieces obtained by turnery A10114: Effect of cutting conditions on the surface state of the pieces obtained by turnery A10114: Effect of cutting conditions on the surface state of the pieces obtained by turnery A10114: Effect of cutting conditions on the surface state of the pieces obtained by turnery

Khadija Kimakh, ENSEM, Hassan II University, Morocco

(A. Chouaf)

S5 Opening lectures Location:

Chair: S. Suwas Amphi 1

MiniMiniMiniMini----keynote: keynote: keynote: keynote: A10346: SeverA10346: SeverA10346: SeverA10346: Severe Plastic Deformation under High Pressure: Scalinge Plastic Deformation under High Pressure: Scalinge Plastic Deformation under High Pressure: Scalinge Plastic Deformation under High Pressure: Scaling----up of highpressure up of highpressure up of highpressure up of highpressure

sliding for grain refinement and enhanced mechanical properties sliding for grain refinement and enhanced mechanical properties sliding for grain refinement and enhanced mechanical properties sliding for grain refinement and enhanced mechanical properties

Zenji Horita, Kyushu University, Japan

(Y. Takizawa, T. Masuda, K. Fujimitsu, T. Kajita, K. Watanabe, M. Yumoto, Y. Otagiri)

A10109: Highly oriented nanoA10109: Highly oriented nanoA10109: Highly oriented nanoA10109: Highly oriented nano----layered Zr/Nb composites formed by SPD layered Zr/Nb composites formed by SPD layered Zr/Nb composites formed by SPD layered Zr/Nb composites formed by SPD

Irène J. Beyerlein, University of California at Santa Barbara, USA

A10336: Bulk nanostructured SPDA10336: Bulk nanostructured SPDA10336: Bulk nanostructured SPDA10336: Bulk nanostructured SPD----processed metals with superior properties processed metals with superior properties processed metals with superior properties processed metals with superior properties

Ruslan Z. Valiev, Ufa State Aviation Technical University, Russia

(S. Ilchat, M.Yu. Murashkin)

A10519: Size effects in plastic flow and failure of whiskers, nanowires and microwires A10519: Size effects in plastic flow and failure of whiskers, nanowires and microwires A10519: Size effects in plastic flow and failure of whiskers, nanowires and microwires A10519: Size effects in plastic flow and failure of whiskers, nanowires and microwires

Atul H. Chokshi, Department of Materials Engineering Indian Institute of Science, India

S6 Model Order Reduction Location:

Chairs: P.-A. Boucard & A. Leygue Room 119

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10365: Model reduction for the prediction of damage in concrete structures A10365: Model reduction for the prediction of damage in concrete structures A10365: Model reduction for the prediction of damage in concrete structures A10365: Model reduction for the prediction of damage in concrete structures

David Neron, ENS Cachan, France

(M. Vitise, P.A. Boucard)

A10181: GoalA10181: GoalA10181: GoalA10181: Goal----oriented error estimation oriented error estimation oriented error estimation oriented error estimation

Alexandre Janon, Université Paris Sud, Laboratoire de Mathématiques d'Orsay, France

(M. Nodet, C. Prieur)

A10233: Recent advances in a posteriori error estimation and adaptivity for PGD reduced models A10233: Recent advances in a posteriori error estimation and adaptivity for PGD reduced models A10233: Recent advances in a posteriori error estimation and adaptivity for PGD reduced models A10233: Recent advances in a posteriori error estimation and adaptivity for PGD reduced models

Ludovic Chamoin, LMT, ENS Cachan, CNRS, Université Paris-Saclay, France

(P. Ladevèze, P.E. Allier)

A10276: Using a parametrized reduced model in an optimization process A10276: Using a parametrized reduced model in an optimization process A10276: Using a parametrized reduced model in an optimization process A10276: Using a parametrized reduced model in an optimization process

Yves Le Guennec, IRT SystemX, France

(Y. Tourbier, M. Chau)

S7 Uncertainty Quantification in Engineering Simulations Location:

Chairs: E. Chatzi & C. Papadimitriou Room 120

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10324: A10324: A10324: A10324: Mobile Sensor Data Streams for Modal Property Uncertainty Quantification in Mobile Sensor Data Streams for Modal Property Uncertainty Quantification in Mobile Sensor Data Streams for Modal Property Uncertainty Quantification in Mobile Sensor Data Streams for Modal Property Uncertainty Quantification in

OutputOutputOutputOutput----Only System IdentificationOnly System IdentificationOnly System IdentificationOnly System Identification

Shamim Pakzad, Lehigh University, U.S.A

(T. Matarazzo)

A10188: Direct Modal Perturbation Technique and Its Applications A10188: Direct Modal Perturbation Technique and Its Applications A10188: Direct Modal Perturbation Technique and Its Applications A10188: Direct Modal Perturbation Technique and Its Applications

Menglin Lou, Tongji University

A10518: Analysis of the uncertain nonA10518: Analysis of the uncertain nonA10518: Analysis of the uncertain nonA10518: Analysis of the uncertain non----stationary response of wind turbines via the Harmonic FRF of stationary response of wind turbines via the Harmonic FRF of stationary response of wind turbines via the Harmonic FRF of stationary response of wind turbines via the Harmonic FRF of

identified PCidentified PCidentified PCidentified PC----LPVLPVLPVLPV----ARX models ARX models ARX models ARX models

33

Eleni N. Chatzi, Department of Civil, Structural and Geomatic Engineering, ETH Zürich, Switzerland

(L. D. Avendaño Valencia, S. Fassois)

A10110: An improved strategy for using asymptotic sampling for reliability analysis A10110: An improved strategy for using asymptotic sampling for reliability analysis A10110: An improved strategy for using asymptotic sampling for reliability analysis A10110: An improved strategy for using asymptotic sampling for reliability analysis

Christian Gasser, Technische Universitaet Wien, Austria

(C. Bucher)

S8 Biomechanics and Mechanobiology Location:

Chairs: C. Morin & S. Scheiner Room 203

A10492: Fiber reorientation in soft tissues: a multiscale micromechanical modeling A10492: Fiber reorientation in soft tissues: a multiscale micromechanical modeling A10492: Fiber reorientation in soft tissues: a multiscale micromechanical modeling A10492: Fiber reorientation in soft tissues: a multiscale micromechanical modeling

Claire Morin, Ecole des Mines de Saint-Etienne, France

(S. Avril, C. Hellmich)

A10132: A 2D FEM for shear wave modeling applied to soft tissues A10132: A 2D FEM for shear wave modeling applied to soft tissues A10132: A 2D FEM for shear wave modeling applied to soft tissues A10132: A 2D FEM for shear wave modeling applied to soft tissues

Massamaesso Bilasse, ICube, CNRS & University of Strasbourg, ECAM Strasbourg, France

(S. Chatelin, G. Altmeyer, J. Vappou, I. Charpentier)

A10370: Fatigue beA10370: Fatigue beA10370: Fatigue beA10370: Fatigue behavior Investigation of stabilization Construction of Posterior lumbar spine Pedicle havior Investigation of stabilization Construction of Posterior lumbar spine Pedicle havior Investigation of stabilization Construction of Posterior lumbar spine Pedicle havior Investigation of stabilization Construction of Posterior lumbar spine Pedicle

Screw: finite element analysis Screw: finite element analysis Screw: finite element analysis Screw: finite element analysis

Mohammed Bendoukha, University of Mostaganem, Algeria

(M. Mustapha)

A10413: Stiffness and strength prediction for a hydroxyapatiteA10413: Stiffness and strength prediction for a hydroxyapatiteA10413: Stiffness and strength prediction for a hydroxyapatiteA10413: Stiffness and strength prediction for a hydroxyapatite----based bbased bbased bbased biomaterial, considering bone iomaterial, considering bone iomaterial, considering bone iomaterial, considering bone

regeneration regeneration regeneration regeneration

Stefan Scheiner, Vienna University of Technology, Austria

(V.S. Komlev, A.N. Turin, C. Hellmich)

S9 Advances in Micromechanics of Materials Location:

Chairs: A. Giraud & I. Sevostianov Room 121

MiniMiniMiniMini----keynote: keynote: keynote: keynote: A10248: Viscosity of suspensions containing particles of various shapes A10248: Viscosity of suspensions containing particles of various shapes A10248: Viscosity of suspensions containing particles of various shapes A10248: Viscosity of suspensions containing particles of various shapes –––– analogies with analogies with analogies with analogies with

mechanics of compositesmechanics of compositesmechanics of compositesmechanics of composites

Mark Kachanov, Tufts University, USA

A10154: A new tool for micromechanics of ageing linear viscoelastic materials A10154: A new tool for micromechanics of ageing linear viscoelastic materials A10154: A new tool for micromechanics of ageing linear viscoelastic materials A10154: A new tool for micromechanics of ageing linear viscoelastic materials

Jean-François Barthélémy, Cerema, France

(A. Giraud, F. Lavergne, J. Sanahuja)

A10134: The "rigorous" Maxwell homogenization scheme: application to composite with elliptic A10134: The "rigorous" Maxwell homogenization scheme: application to composite with elliptic A10134: The "rigorous" Maxwell homogenization scheme: application to composite with elliptic A10134: The "rigorous" Maxwell homogenization scheme: application to composite with elliptic

inhomogeneities inhomogeneities inhomogeneities inhomogeneities

Volodymyr I. Kushch, Institute for Superhard Materials of the National Academy of Sciences of Ukraine,

Ukraine

(I. Sevostianov)

A10261: Replacement relations for materials with noA10261: Replacement relations for materials with noA10261: Replacement relations for materials with noA10261: Replacement relations for materials with no----ellipsoidal inhomogeneities ellipsoidal inhomogeneities ellipsoidal inhomogeneities ellipsoidal inhomogeneities

Fengjuan Chen, Université de Lorraine, Nancy, Lorraine, France

(I. Sevostianov, A. Giraud)


34

2:00 pm – 3:30 pm


S10 Multiscale studies of internal erosion processes Location:

Chairs: C. O’Sullivan & D. Marot Room 117

A10297: Experimental study of erosion by suffusion at the microA10297: Experimental study of erosion by suffusion at the microA10297: Experimental study of erosion by suffusion at the microA10297: Experimental study of erosion by suffusion at the micro----macro scale macro scale macro scale macro scale

Cong-Doan Nguyen, IRSTEA, RECOVER Research Unit, Aix-en-Provence, France

(N. Benahmed, P. Philippe, E.V. Diaz Gonzalez)

A10246: Erosion of cohesionless and cohesive materials BruA10246: Erosion of cohesionless and cohesive materials BruA10246: Erosion of cohesionless and cohesive materials BruA10246: Erosion of cohesionless and cohesive materials Bruniernierniernier----

Florian Brunier-Coulin, IRSTEA, France

(P. Philippe, P. Cuellar)

A10159: Assessing the spatial distribution of the suffusion sensitivity of a dam using a statistical analysis A10159: Assessing the spatial distribution of the suffusion sensitivity of a dam using a statistical analysis A10159: Assessing the spatial distribution of the suffusion sensitivity of a dam using a statistical analysis A10159: Assessing the spatial distribution of the suffusion sensitivity of a dam using a statistical analysis

Lingran Zhang, Institut de Recherche en Génie Civil et Mécanique, Université de Nantes, Saint Nazaire,

France

(R. Gelet, V.T. Le, D. Marot, M. Smith, J.M. Konrad)

A10371: Sand type variation as a backward erosion piping measure: microA10371: Sand type variation as a backward erosion piping measure: microA10371: Sand type variation as a backward erosion piping measure: microA10371: Sand type variation as a backward erosion piping measure: micro----scale to macroscale to macroscale to macroscale to macro----scale behaviorscale behaviorscale behaviorscale behavior

Vera Van Beek, Deltares, Netherlands

(A.R. Koelewijn, U. Förster, G. Negrinelli, K. Vandenboer, A. Bezuijen)

A10331: Comparison of erodimeters and interpretative methods for suffusion susceptibility A10331: Comparison of erodimeters and interpretative methods for suffusion susceptibility A10331: Comparison of erodimeters and interpretative methods for suffusion susceptibility A10331: Comparison of erodimeters and interpretative methods for suffusion susceptibility

characterization characterization characterization characterization

Chuheng Zhong, Université de Nantes, Institut GeM, UMR CNRS 6183, France

(V.T. Le, D. Marot, F. Bendahmane)


Location:


A10510: A model for the evolution of texture in granular materials A10510: A model for the evolution of texture in granular materials A10510: A model for the evolution of texture in granular materials A10510: A model for the evolution of texture in granular materials

Farhang Radjai, Laboratoire de Mécanique et Génie Civil (LMGC) University of Montpellier, CNRS,

Montpellier, France

(S. Roux)

A10224: A bounding surface plasticity model for natural structured soils with application to monotonous A10224: A bounding surface plasticity model for natural structured soils with application to monotonous A10224: A bounding surface plasticity model for natural structured soils with application to monotonous A10224: A bounding surface plasticity model for natural structured soils with application to monotonous

and cyclic consolidation and cyclic consolidation and cyclic consolidation and cyclic consolidation

Tom Schanz, Faculty of Civil and Environmental Engineering, Ruhr-Universität Bochum, Germany

(T. Barciaga, M. Datcheva, M. Taiebat)

A10512: Fabric Features Governing Undrained PostA10512: Fabric Features Governing Undrained PostA10512: Fabric Features Governing Undrained PostA10512: Fabric Features Governing Undrained Post----Liquefaction Shear Deformation of Sand Liquefaction Shear Deformation of Sand Liquefaction Shear Deformation of Sand Liquefaction Shear Deformation of Sand

Wang Rui, Department of Hydraulic Engineering, Tsinghua University, Beijing, China

(P. Fu, J. Zhang, Y.F. Dafalias)

A10179: SANISANDA10179: SANISANDA10179: SANISANDA10179: SANISAND----Z: a SANISAND model with true zero elastic range Z: a SANISAND model with true zero elastic range Z: a SANISAND model with true zero elastic range Z: a SANISAND model with true zero elastic range

Mahdi Taiebat, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada

(Y.F. Dafalias)

A1A1A1A10386: On Validation of a Constitutive Model for Liquefiable Soils 0386: On Validation of a Constitutive Model for Liquefiable Soils 0386: On Validation of a Constitutive Model for Liquefiable Soils 0386: On Validation of a Constitutive Model for Liquefiable Soils

Majid T. Manzari, The George Washington University, USA

(M. El Ghoraiby, K. Yonten)

35


Chair: Y. Fu Amphi 3

A10147: Wrinkling instability in filmA10147: Wrinkling instability in filmA10147: Wrinkling instability in filmA10147: Wrinkling instability in film----substrate magnetorheological elastomers under combined substrate magnetorheological elastomers under combined substrate magnetorheological elastomers under combined substrate magnetorheological elastomers under combined

magnetomechanical loading magnetomechanical loading magnetomechanical loading magnetomechanical loading

Kostantinos Danas, CNRS, Ecole Polytechnique, France

(E. Psarra)

A10165: LightA10165: LightA10165: LightA10165: Light----Induced Wrinkling of Nematic Liquid Crystalline Polymer Induced Wrinkling of Nematic Liquid Crystalline Polymer Induced Wrinkling of Nematic Liquid Crystalline Polymer Induced Wrinkling of Nematic Liquid Crystalline Polymer Films on Compliant Substrates Films on Compliant Substrates Films on Compliant Substrates Films on Compliant Substrates

PaulPaulPaulPaul

Chenbo Fu, Institute of Mechanics and Computational Engineering, Department of Aeronautics and

Astronautics, Fudan University, China

(F. Xu, Y. Huo)

A10344: Nonlinear Characteristics Of Dielectric Elastomers Under ElectrA10344: Nonlinear Characteristics Of Dielectric Elastomers Under ElectrA10344: Nonlinear Characteristics Of Dielectric Elastomers Under ElectrA10344: Nonlinear Characteristics Of Dielectric Elastomers Under Electromechanical Coupling Loading omechanical Coupling Loading omechanical Coupling Loading omechanical Coupling Loading

Tongqing Lu, Xi'an Jiaotong University, China

(L. An, F. Wang, J. Li, T. Wang)

A10568: Catastrophic instabilities in soft dielectricsA10568: Catastrophic instabilities in soft dielectricsA10568: Catastrophic instabilities in soft dielectricsA10568: Catastrophic instabilities in soft dielectrics

Giuseppe Zurlo, School of Mathematics, Statistics and Applied Mathematics, NUI Galway,

University Road, Galway, Ireland

(M. Destrade, D. De Tommasi)

A10572: Cracking and buckling of thin metallic films on polymeric substrate under global tension A10572: Cracking and buckling of thin metallic films on polymeric substrate under global tension A10572: Cracking and buckling of thin metallic films on polymeric substrate under global tension A10572: Cracking and buckling of thin metallic films on polymeric substrate under global tension –––– a a a a

computational approachcomputational approachcomputational approachcomputational approach

Frantz G. Rammerstorfer, Vienna University of Technology, Vienna, Austria

(F. Toth)

S13 Functional properties of SPD materials Location:

Chair: M. Zehetbauer Amphi 1

A10175: Optimization of electrical conductivity and strength in an UFG AlA10175: Optimization of electrical conductivity and strength in an UFG AlA10175: Optimization of electrical conductivity and strength in an UFG AlA10175: Optimization of electrical conductivity and strength in an UFG Al----MgMgMgMg----Si alloy Si alloy Si alloy Si alloy

Xavier Sauvage, Groupe de Physique des Matériaux, UMR CNRS 6634, Université et INSA de Rouen,

Saint Etienne du Rouvray, France

(Y. Nasedkina, E.V. Bobruk, M.Yu. Murashkin, N.A. Enikeev, R. Z. Valiev)

A10241: Room temperature ferromagnetism in nonA10241: Room temperature ferromagnetism in nonA10241: Room temperature ferromagnetism in nonA10241: Room temperature ferromagnetism in non----magnetic pure metals inmagnetic pure metals inmagnetic pure metals inmagnetic pure metals induced by severe plastic duced by severe plastic duced by severe plastic duced by severe plastic

deformation deformation deformation deformation

Carmen M Cepeda-Jiménez, IMDEA MATERIALS, Spain

(A. Hernando, M.T. Pérez-Prado)

A10460: Phase transformation and electrical resistivity of titanium and zirconium disks processed by A10460: Phase transformation and electrical resistivity of titanium and zirconium disks processed by A10460: Phase transformation and electrical resistivity of titanium and zirconium disks processed by A10460: Phase transformation and electrical resistivity of titanium and zirconium disks processed by

highhighhighhigh----pressure torsion pressure torsion pressure torsion pressure torsion

Makoto Arita, Department of Materials Science and Engineering, Faculty of Engineering, Kyushu

University, Japan

(T. Nagaoka, Y. Yoshimatsu, R. Haraguchi, K. Edalati, Z. Horita)

A10342: Enhanced multifunctional properties of UFG Aluminium alloys A10342: Enhanced multifunctional properties of UFG Aluminium alloys A10342: Enhanced multifunctional properties of UFG Aluminium alloys A10342: Enhanced multifunctional properties of UFG Aluminium alloys

Sabirov Ilchat, IMDEA Materials Institute, Madrid, Spain

(R. Z. Valiev, M.Yu. Murashkin, N.A. Enikeev)

A10490: Analyses of SPD induced vacancy agglomerates and their effects to strength before and after A10490: Analyses of SPD induced vacancy agglomerates and their effects to strength before and after A10490: Analyses of SPD induced vacancy agglomerates and their effects to strength before and after A10490: Analyses of SPD induced vacancy agglomerates and their effects to strength before and after

aging aging aging aging

36

Daria Setman, Research Group Physics of Nanostructured Materials, Faculty of Physics, University of

Vienna, Wien, Austria

(P. Cengeri, J. Horky, K. Werbach, E. Schafler, B. Sulkowski, M. Zehetbauer)

S14 Uncertainty Quantification in Computational Mechanics Location:

Chair: J. Guilleminot Room 120

A10149: On the A10149: On the A10149: On the A10149: On the definition of closest approximations for effective potentials in nonlinear multiscale definition of closest approximations for effective potentials in nonlinear multiscale definition of closest approximations for effective potentials in nonlinear multiscale definition of closest approximations for effective potentials in nonlinear multiscale

methods. methods. methods. methods.

Brian Staber, Laboratoire MSME, Université Paris-Est, France

(J. Guilleminot)

A10150: Design of Gaussian Processes Surrogates for Uncertainty Quantification in the Simulation of A10150: Design of Gaussian Processes Surrogates for Uncertainty Quantification in the Simulation of A10150: Design of Gaussian Processes Surrogates for Uncertainty Quantification in the Simulation of A10150: Design of Gaussian Processes Surrogates for Uncertainty Quantification in the Simulation of

Hydraulic Fracturing Nonlinear Dynamics Hydraulic Fracturing Nonlinear Dynamics Hydraulic Fracturing Nonlinear Dynamics Hydraulic Fracturing Nonlinear Dynamics

Fernando Rochinha, Universidade Federal do Rio De Janeiro, Brazil

(Z. Souleymane)

A10196: Determination of mesoscaA10196: Determination of mesoscaA10196: Determination of mesoscaA10196: Determination of mesoscale random fields and RVE size of spatially random composites le random fields and RVE size of spatially random composites le random fields and RVE size of spatially random composites le random fields and RVE size of spatially random composites

George Stefanou, Aristotle University of Thessaloniki, Department of Civil Engineering, Greece

(D. Savvas, M. Papadrakakis)

A10341: Efficient approximation of the contact area between rough surA10341: Efficient approximation of the contact area between rough surA10341: Efficient approximation of the contact area between rough surA10341: Efficient approximation of the contact area between rough surfaces faces faces faces

Valentine Rey, Civil Engineering Institute, Materials Science and Engineering Institute, École

Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland

(J.F. Molinari, G. Anciaux, F. Nobile)

A10369: Stochastic ElasticA10369: Stochastic ElasticA10369: Stochastic ElasticA10369: Stochastic Elastic----Plastic Finite ElementPlastic Finite ElementPlastic Finite ElementPlastic Finite Element Method and its Application in Civil Engineering Method and its Application in Civil Engineering Method and its Application in Civil Engineering Method and its Application in Civil Engineering

Maxime Lacour, University of California, Davis, USA

(B. Jeremic)



A10292: Optimal control for Automated Fibre PlacA10292: Optimal control for Automated Fibre PlacA10292: Optimal control for Automated Fibre PlacA10292: Optimal control for Automated Fibre Placement using PGD ement using PGD ement using PGD ement using PGD

Nicolas Bur, Estia-Recherche, Technopôle Izarbel, Bidart, France

(P. Joyot, F. Chinesta, P. Villon)

A10311: Surrogate models for sheet metal stamping problem based on the combination of Proper A10311: Surrogate models for sheet metal stamping problem based on the combination of Proper A10311: Surrogate models for sheet metal stamping problem based on the combination of Proper A10311: Surrogate models for sheet metal stamping problem based on the combination of Proper

Orthogonal Decomposition and Radial Basis Function Orthogonal Decomposition and Radial Basis Function Orthogonal Decomposition and Radial Basis Function Orthogonal Decomposition and Radial Basis Function

Van Tuan Dang, Université de Technologie de Troyes, France

(P. Lafon, C. Labergere, L. Daniel)

A10432: OffA10432: OffA10432: OffA10432: Off----linlinlinline model order reduction for one model order reduction for one model order reduction for one model order reduction for on----line approach of low frequency electromagnetic devices line approach of low frequency electromagnetic devices line approach of low frequency electromagnetic devices line approach of low frequency electromagnetic devices

based on pod and (D)ei methods based on pod and (D)ei methods based on pod and (D)ei methods based on pod and (D)ei methods

Thomas Henneron, Université de Lille, Centrale Lille, Arts et Metiers ParisTech, HEI, Lille, France

(L. Montier, A. Pierquin, S. Clénet)

A10373: A reduced order modeling for uncertainty propagation in the coupled biomechanical model of A10373: A reduced order modeling for uncertainty propagation in the coupled biomechanical model of A10373: A reduced order modeling for uncertainty propagation in the coupled biomechanical model of A10373: A reduced order modeling for uncertainty propagation in the coupled biomechanical model of

bonebonebonebone----implant healing process implant healing process implant healing process implant healing process

David Dureisseix, LAMCOS, INSA LYON / CNRS, France

(B. Faverjon, A. Gravouil)

A10381: Reduced order models for the computationA10381: Reduced order models for the computationA10381: Reduced order models for the computationA10381: Reduced order models for the computation of nonlinear solution branches and bifurcation of nonlinear solution branches and bifurcation of nonlinear solution branches and bifurcation of nonlinear solution branches and bifurcation

points in fluid mechanics. points in fluid mechanics. points in fluid mechanics. points in fluid mechanics.

37

Jean-Marc Cadou, Institut de Recherche Dupuy de Lôme, UBS Lorient, France

(G. Girault, Y. Guevel, M. Potier-Ferry)

S16 Biomechanics and Mechanobiology Location:

Chairs: C. Morin & C. Hellmich Room 202

A10533: A New Nanoindentation Protocol for Identifying the Elasticity of Undamaged Extracellular Bone A10533: A New Nanoindentation Protocol for Identifying the Elasticity of Undamaged Extracellular Bone A10533: A New Nanoindentation Protocol for Identifying the Elasticity of Undamaged Extracellular Bone A10533: A New Nanoindentation Protocol for Identifying the Elasticity of Undamaged Extracellular Bone

Tissue Tissue Tissue Tissue

Christian Hellmich, Institute for Mechanics of Materials and Structures, TU Wien - Vienna University of

Technology, Vienna, Austria

(I. Furin, M.I. Pastrama, H. Kariem, K.W. Luczynski, O. Lahayne)

A10266: Mechanobiological Free Energy A10266: Mechanobiological Free Energy A10266: Mechanobiological Free Energy A10266: Mechanobiological Free Energy

Christian J.Cyron, Technical University of Munich, Germany

A10212: Mechanical Response of 3D Printed Biomimetic Helical Fiber Composites A10212: Mechanical Response of 3D Printed Biomimetic Helical Fiber Composites A10212: Mechanical Response of 3D Printed Biomimetic Helical Fiber Composites A10212: Mechanical Response of 3D Printed Biomimetic Helical Fiber Composites

Davide Ruffoni, Department of Aerospace and Mechanical Engineering, University of Liège, Belgium

(L. Zorzetto, J.M. Thomassin, C. Jérôme)


Chair: M. Kachanov Room 121

A10484: Material parameter identification of multiscale modeling of SLM produced 316L stainless steel A10484: Material parameter identification of multiscale modeling of SLM produced 316L stainless steel A10484: Material parameter identification of multiscale modeling of SLM produced 316L stainless steel A10484: Material parameter identification of multiscale modeling of SLM produced 316L stainless steel

microlattice microlattice microlattice microlattice

M. G. Rashed, School of Engineering and Information Technology, The University of New South Wales,

Canberra, Australia

(M. Ashraf, P.J. Hazel)

A10501: Quantitative estimation of the effect of clay distribution on the physical properties of shales A10501: Quantitative estimation of the effect of clay distribution on the physical properties of shales A10501: Quantitative estimation of the effect of clay distribution on the physical properties of shales A10501: Quantitative estimation of the effect of clay distribution on the physical properties of shales

Philippe Cosenza, IC2MP, Université de Poitiers, France

(D. Prêt, A. Giraud)

A10464: An inA10464: An inA10464: An inA10464: An inverse problem for identification of an equivalent microstructure of porous material: verse problem for identification of an equivalent microstructure of porous material: verse problem for identification of an equivalent microstructure of porous material: verse problem for identification of an equivalent microstructure of porous material:

stochastic optimization approach stochastic optimization approach stochastic optimization approach stochastic optimization approach

Dariusz Lydzba, Wroclaw University of Science and Technology, Faculty of Civil Engineering, Wroclaw,

Poland

(A. Rozanski, D. Stefaniuk)

A10214: On the effective surface properties of elastic coatings using rigid chains model A10214: On the effective surface properties of elastic coatings using rigid chains model A10214: On the effective surface properties of elastic coatings using rigid chains model A10214: On the effective surface properties of elastic coatings using rigid chains model

Victor Eremeyev, Rzeszów University of Technology, Poland

(S. Sikorska-Czupryna)

A10322: Contact problem on interaction of an elastic punch and a transversely isotroA10322: Contact problem on interaction of an elastic punch and a transversely isotroA10322: Contact problem on interaction of an elastic punch and a transversely isotroA10322: Contact problem on interaction of an elastic punch and a transversely isotropic inhomogeneous pic inhomogeneous pic inhomogeneous pic inhomogeneous

elastic halfelastic halfelastic halfelastic half----space space space space

Sergey M. Aizikovich, Don State Technical University, Rostov-on-Don, Russia

(A.S. Vasiliev, B.I. Mitrin, N.M. Seleznev)

S18 Stochastic models & filtering approache Location:

Chair: J. Yvonnet Room 203

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10126: Upscaling of granular medium at different scales: homogenized behavior, A10126: Upscaling of granular medium at different scales: homogenized behavior, A10126: Upscaling of granular medium at different scales: homogenized behavior, A10126: Upscaling of granular medium at different scales: homogenized behavior,

diffusion and localization diffusion and localization diffusion and localization diffusion and localization

Régis Cottereau, CNRS, France

(L. Correa)

38

A10163: A filterA10163: A filterA10163: A filterA10163: A filter----based computational homogenization for nonlinear heterogeneous cellular mebased computational homogenization for nonlinear heterogeneous cellular mebased computational homogenization for nonlinear heterogeneous cellular mebased computational homogenization for nonlinear heterogeneous cellular media dia dia dia

Saeid Nezamabadi, LMGC - Université de Montpellier, France

(J. Yvonnet)

A10144: Homogenization of heterogeneous materials by means of prior probabilistic model A10144: Homogenization of heterogeneous materials by means of prior probabilistic model A10144: Homogenization of heterogeneous materials by means of prior probabilistic model A10144: Homogenization of heterogeneous materials by means of prior probabilistic model

Vinh Phuc Tran, Laboratoire Navier, UMR 8205, École des Ponts, IFSTTAR, CNRS, UPE, Champs-sur-

Marne, France

(J. Guilleminot, S. Brisard, K. Sab)

A10513: MultiA10513: MultiA10513: MultiA10513: Multi----scale characterization and simulation of shale gas transport scale characterization and simulation of shale gas transport scale characterization and simulation of shale gas transport scale characterization and simulation of shale gas transport

Dongxiao Zhang, Peking University, China

(T. Wu, J. Su)

S19 Fatigue in Granular Geomaterials: from Soils to Ballast Location:

Chair: C. Chazallon Room 116

A10187: Effective stress analysis of the effect of water content on the resi lient behaviour of non A10187: Effective stress analysis of the effect of water content on the resi lient behaviour of non A10187: Effective stress analysis of the effect of water content on the resi lient behaviour of non A10187: Effective stress analysis of the effect of water content on the resi lient behaviour of non

standard unbound granular materials standard unbound granular materials standard unbound granular materials standard unbound granular materials

Jean-Marie Fleureau, Laboratoire MSSMat, Centrale Supélec & CNRS UMR 8579, France

(O. Coronado, B. Caicedo, S. Taibi, A. Gomes Correia, H. Souli)

A10332: The Permanent Deformation Behavior of a Granular Material Used in Low Traffic Pavements A10332: The Permanent Deformation Behavior of a Granular Material Used in Low Traffic Pavements A10332: The Permanent Deformation Behavior of a Granular Material Used in Low Traffic Pavements A10332: The Permanent Deformation Behavior of a Granular Material Used in Low Traffic Pavements

Peng Jing, Laboratoire des sciences de l'ingénieur, de l'informatique et de l'imagerie (ICube) UMR7357,

CNRS, INSA de Strasbourg, France

(H. Nowamooz, C. Chazallon)

A10543: Influence of grading on mechanical performance of unbound granular materials A10543: Influence of grading on mechanical performance of unbound granular materials A10543: Influence of grading on mechanical performance of unbound granular materials A10543: Influence of grading on mechanical performance of unbound granular materials

Pierre Hornych, IFSTTAR, centre de Nantes, Bouguenais, France

(J.L. Geffard, M. Ech, Duc Tung Dao)

A10434: Estimation of effective normal stress degradation for Fontainebleau sand based on simple A10434: Estimation of effective normal stress degradation for Fontainebleau sand based on simple A10434: Estimation of effective normal stress degradation for Fontainebleau sand based on simple A10434: Estimation of effective normal stress degradation for Fontainebleau sand based on simple

shear testing shear testing shear testing shear testing

Zexiang Wu, Ecole Centrale de Nantes, France

(C. Dano, P.Y. Hicher, Z. Yin)

3:30 pm – 3:50 pm Coffee Break – l’Atrium/UFR DEA

3:50 pm – 5:20 pm


S20 Internal Stability of Granular Materials Location:

Chairs: H. Souli & J.-M. Fleureau Room 117

Organizers: Hanene Souli, Ecole Nationale d’Ingénieurs de Saint Etienne, France Jean-Marie Fleureau, Ecole Centrale de Paris, France

A10374: Toward a new stability criterion for stability of soils A10374: Toward a new stability criterion for stability of soils A10374: Toward a new stability criterion for stability of soils A10374: Toward a new stability criterion for stability of soils

Hanène Souli, Ecole Nationale d’Ingénieurs de Saint Etienne, France

A10290: A new internal stability criterion based on mechanicaA10290: A new internal stability criterion based on mechanicaA10290: A new internal stability criterion based on mechanicaA10290: A new internal stability criterion based on mechanical behaviour of eroded soil l behaviour of eroded soil l behaviour of eroded soil l behaviour of eroded soil

Tariq Ouahbi, UMR CNRS 6294, Laboratoire d’Ondes et Milieux Complexes, Normandie Université, Le

Havre, France

(N. Abdoulaye Hama, S. Taibi, H. Souli, J.M. Fleureau, A. Pantet)

39

A10467: Numerical Modeling of Suffusion by DiscreteA10467: Numerical Modeling of Suffusion by DiscreteA10467: Numerical Modeling of Suffusion by DiscreteA10467: Numerical Modeling of Suffusion by Discrete Element Method: Effect of Internal Stability on Element Method: Effect of Internal Stability on Element Method: Effect of Internal Stability on Element Method: Effect of Internal Stability on

Mechanical Behaviour Mechanical Behaviour Mechanical Behaviour Mechanical Behaviour

Nadjibou Abdoulaye Hama, UMR CNRS 6294, Laboratoire d’Ondes et Milieux Complexes, Normandie

Université, France

(T. Ouahbi, S. Taibi, H. Souli, J.M. Fleureau, A. Pantet)

A10359: Influence of Perturbation Type on Numerical Determination of Undrained Instability Modes in A10359: Influence of Perturbation Type on Numerical Determination of Undrained Instability Modes in A10359: Influence of Perturbation Type on Numerical Determination of Undrained Instability Modes in A10359: Influence of Perturbation Type on Numerical Determination of Undrained Instability Modes in

Sands Sands Sands Sands

Amit Prashant, Civil Engineering, Indian Institute of Technology Gandhinagar, India

(D. Bhattacharya, M. Mukherjee)

A10378: Effect of internal stabiA10378: Effect of internal stabiA10378: Effect of internal stabiA10378: Effect of internal stability on the mechanical behavior of sandlity on the mechanical behavior of sandlity on the mechanical behavior of sandlity on the mechanical behavior of sand----gravel mixture gravel mixture gravel mixture gravel mixture

Jean-Marie Fleureau, CentraleSupélec, France

(H. Souli, L. Andrianatrehina, R. Andrianatrehina, J. Rech, J.J. Fry, S. Taib)

S21 Mechanics of UFG materials-1 Location:

Chair: E. C. Aifantis Amphi 1

A10264: Severe Plastic Deformation of Ceramics A10264: Severe Plastic Deformation of Ceramics A10264: Severe Plastic Deformation of Ceramics A10264: Severe Plastic Deformation of Ceramics

Kaveh Edalati, Kyushu University, Japan

(H. Razavi-Khosroshahi, M. Fuji, Z. Horita)

A10235: Effect of grain refinement and precipitates on the kinetics and statistics of jerky flow in an AlA10235: Effect of grain refinement and precipitates on the kinetics and statistics of jerky flow in an AlA10235: Effect of grain refinement and precipitates on the kinetics and statistics of jerky flow in an AlA10235: Effect of grain refinement and precipitates on the kinetics and statistics of jerky flow in an Al----

MgMgMgMg----Mn alloy Mn alloy Mn alloy Mn alloy

Daria Zhemchuzhnikova, Laboratoire d'Etude des Microstructures et de Mécanique des Matériaux,

CNRS, Université de Lorraine, UMR 7239, Metz, France

(M.A. Lebyodkin, T.A. Lebedkina, R.O. Kaibyshev)

A10287: Grain boundary engineering of severely deA10287: Grain boundary engineering of severely deA10287: Grain boundary engineering of severely deA10287: Grain boundary engineering of severely deformed Cuformed Cuformed Cuformed Cu----Ni alloys Ni alloys Ni alloys Ni alloys

Friederike Emeis, University of Muenster, Germany

(J. Leuthold, H. Rösner, S.V. Divinski, G. Wilde)

A10561: Effect of PostA10561: Effect of PostA10561: Effect of PostA10561: Effect of Post----ECAP Rolling on Mechanical Properties of UltrafineECAP Rolling on Mechanical Properties of UltrafineECAP Rolling on Mechanical Properties of UltrafineECAP Rolling on Mechanical Properties of Ultrafine----Grained ME21 Alloy Grained ME21 Alloy Grained ME21 Alloy Grained ME21 Alloy

Godfred Arhin, Hohai University, Nanjing, China

(E. K. Taylor)

A10283: Finding ultrafast diffusion in coldA10283: Finding ultrafast diffusion in coldA10283: Finding ultrafast diffusion in coldA10283: Finding ultrafast diffusion in cold----rolled Nickel rolled Nickel rolled Nickel rolled Nickel

Simon Trubel, Westfälische Wilhelms-Universität Münster, Germany

(S. Divinski, M. Peterlechner, C. Simon, E. Almog, E. Schafler, G. Wilde)


Chair: F. G. Rammerstorfer Amphi 3

A10407: Instabilities of a compressed hyperelastic prism: competition between wrinkles and creases A10407: Instabilities of a compressed hyperelastic prism: competition between wrinkles and creases A10407: Instabilities of a compressed hyperelastic prism: competition between wrinkles and creases A10407: Instabilities of a compressed hyperelastic prism: competition between wrinkles and creases

Claire Lestringant, d'Alembert, UPMC, CNRS, France

(C. Maurini)

A10217: Mechanics ofA10217: Mechanics ofA10217: Mechanics ofA10217: Mechanics of cylindrical corecylindrical corecylindrical corecylindrical core----shells under axial compression or thermal loading shells under axial compression or thermal loading shells under axial compression or thermal loading shells under axial compression or thermal loading

Michel Potier-Ferry, Université de Lorraine, LEM3, UMR7239 Metz, France

(F. Xu)

A10340: Dynamin stability of running solitary waves in fluidA10340: Dynamin stability of running solitary waves in fluidA10340: Dynamin stability of running solitary waves in fluidA10340: Dynamin stability of running solitary waves in fluid----filled membrane tubes filled membrane tubes filled membrane tubes filled membrane tubes

Andrej Ilichev, Steklov Mathematical institute, Russian Academy of Sciences, Russia

40

A10441: Numerical Study on the Buckling of Shape Memory Polymer Structures A10441: Numerical Study on the Buckling of Shape Memory Polymer Structures A10441: Numerical Study on the Buckling of Shape Memory Polymer Structures A10441: Numerical Study on the Buckling of Shape Memory Polymer Structures

Zishun Liu, Xi'an Jiaotong University, China

(Y. He)

A10414: About finite element modeling of film/substrate systemsA10414: About finite element modeling of film/substrate systemsA10414: About finite element modeling of film/substrate systemsA10414: About finite element modeling of film/substrate systems

Pascal Ventura, Université de Lorraine, LEM3, UMR7239 Metz, France

(H. Rezgui Chaabouni, H. Rezgui Chaabouni, M. Potier-Ferry, F. Xu, A. Lejeune)


Chair: V. Eremeyev Room 121

A10576: A10576: A10576: A10576: MicroMicroMicroMicro----mechanical modeling of damage in initially anisotropic materialsmechanical modeling of damage in initially anisotropic materialsmechanical modeling of damage in initially anisotropic materialsmechanical modeling of damage in initially anisotropic materials

Jian Fu Shao, Université de Lille, Laboratory of Mechanics of Lille, 59655 Villeneuve d'Ascq,

France

(M. Qi, A. Giraud, J.B. Colliat)

A10471: Determination of mechanical properties of multiphase composite materials A10471: Determination of mechanical properties of multiphase composite materials A10471: Determination of mechanical properties of multiphase composite materials A10471: Determination of mechanical properties of multiphase composite materials

Bahar Ayhan, Istanbul Technical University, Turkey

(L. Graham-Brady)

A10108: Investigation of asperity flattening of a sheet surface using the pin indentation technique A10108: Investigation of asperity flattening of a sheet surface using the pin indentation technique A10108: Investigation of asperity flattening of a sheet surface using the pin indentation technique A10108: Investigation of asperity flattening of a sheet surface using the pin indentation technique

Łukasz Bąk, Rzeszow University of Technology, Poland

(F. Stachowicz, T. Trzepiecinski, L. Witek)

A10465: Material Profile Reconstruction Using a Plane Microwave FullA10465: Material Profile Reconstruction Using a Plane Microwave FullA10465: Material Profile Reconstruction Using a Plane Microwave FullA10465: Material Profile Reconstruction Using a Plane Microwave Full----Waveform Inversion Method Waveform Inversion Method Waveform Inversion Method Waveform Inversion Method

Namho Joh, Department of Civil Engineering, Hongik University, Seoul, Republic of Korea

(J.W. Kang)

S2 Fracture & interfacial effects Location:

Chair: L. Brochard Room 203

A1031: Fracture test and simulation of cement paste cubes and beams at microscale A1031: Fracture test and simulation of cement paste cubes and beams at microscale A1031: Fracture test and simulation of cement paste cubes and beams at microscale A1031: Fracture test and simulation of cement paste cubes and beams at microscale

Hongzhi Zhang, Delft University of Technology, Netherlands

(B. Savija, S. Chaves Figueiredo, E. Schlangen)

A10211: Phase field modeling of complex matrix/interfacial crack propagation in complex A10211: Phase field modeling of complex matrix/interfacial crack propagation in complex A10211: Phase field modeling of complex matrix/interfacial crack propagation in complex A10211: Phase field modeling of complex matrix/interfacial crack propagation in complex

microstructures obtained from microtomography images microstructures obtained from microtomography images microstructures obtained from microtomography images microstructures obtained from microtomography images

Julien Yvonnet, Université Paris-Est Marne-la-Vallée, France

(T.T. Nguyen, M. Bornert, C. Château)

A10272: Statistical origin of brittle failure A10272: Statistical origin of brittle failure A10272: Statistical origin of brittle failure A10272: Statistical origin of brittle failure

Sabri Souguir, Laboratoire Navier, UMR 8205, École des Ponts, IFSTTAR, CNRS, UPE, Champs-sur-

Marne, France / CERMICS, École des Ponts, UPE, Champs-sur-Marne, France

(L. Brochard)

A10528: NonA10528: NonA10528: NonA10528: Non----linear evolution of growth of a vicinal surface linear evolution of growth of a vicinal surface linear evolution of growth of a vicinal surface linear evolution of growth of a vicinal surface

Gabriella Bognar, University of Miskolc, Hungary

S25 Fatigue in Granular Geomaterials: from Soils to Ballast Location:

Chair: C. Chazallon Room 116

A10225: PredictinA10225: PredictinA10225: PredictinA10225: Predicting settlement on ballast railway tracks g settlement on ballast railway tracks g settlement on ballast railway tracks g settlement on ballast railway tracks

Juan Carlos Quezada, INSA Strasbourg, France

(G. Saussine, P. Breul, F. Radjai)

41

A10286: Comparison of spherical and polyhedral discrete modelling of railway ballast A10286: Comparison of spherical and polyhedral discrete modelling of railway ballast A10286: Comparison of spherical and polyhedral discrete modelling of railway ballast A10286: Comparison of spherical and polyhedral discrete modelling of railway ballast

Radek Dubina, Brno University of Technology, Faculty of Civil Engineering, Czech Republic

(E. Jan)

A10462: Elastic Wave FullA10462: Elastic Wave FullA10462: Elastic Wave FullA10462: Elastic Wave Full----waveform Inversion for the Characterization of Highspeed Railway Subgrade waveform Inversion for the Characterization of Highspeed Railway Subgrade waveform Inversion for the Characterization of Highspeed Railway Subgrade waveform Inversion for the Characterization of Highspeed Railway Subgrade

Boyoung Kim, Department of Civil Engineering, Hongik University, Seoul, Republic of Korea

(J.W Kang, Y.T Choi , S.Y. Jang, Seung)

S26 Advanced Soil Mechanics for Transportation and Agriculture Location:

Chairs: A. R. Razakamanantsoa & T. Le Borgne Room 201

A10347: Effect of clod size distribution on the mechanical behavior of lime and cement treaA10347: Effect of clod size distribution on the mechanical behavior of lime and cement treaA10347: Effect of clod size distribution on the mechanical behavior of lime and cement treaA10347: Effect of clod size distribution on the mechanical behavior of lime and cement treated clay ted clay ted clay ted clay

Andry Rico Razakamanantsoa, IFSTTAR, France

(D. Deneele, I. Djeran-Maigre)

A10427: Impact of soil treatment on internal erosion resistance and hydromechanical characteristics of A10427: Impact of soil treatment on internal erosion resistance and hydromechanical characteristics of A10427: Impact of soil treatment on internal erosion resistance and hydromechanical characteristics of A10427: Impact of soil treatment on internal erosion resistance and hydromechanical characteristics of

a compacted silty soil a compacted silty soil a compacted silty soil a compacted silty soil

Oliver Cuisinier, Université de Lorraine, LEMTA, France

(A. Mehenni, F. Masrouri, E. Lavallée)

A10348: Improved kneading method for laboratory compaction of fine grained soils A10348: Improved kneading method for laboratory compaction of fine grained soils A10348: Improved kneading method for laboratory compaction of fine grained soils A10348: Improved kneading method for laboratory compaction of fine grained soils

Andry Rico Razakamanantsoa, Université de Nantes, Polytech’ Nantes, GeM, UMR CNRS 6183, Saint

Nazaire, France

(J. Nguema, F. Bendahmane, O. Amiri)

A10523: HydroA10523: HydroA10523: HydroA10523: Hydro----mechanical properties of nonmechanical properties of nonmechanical properties of nonmechanical properties of non----standard compacted soils related to suction standard compacted soils related to suction standard compacted soils related to suction standard compacted soils related to suction

Rinah Andrianatrehina Soanarivo, Laboratoire Ondes & Milieux Complexes, CNRS UMR 6294 -

Université du Havre, France

(S. Taibi, L. Boutonnier)

A10343: Fine grained soils behavior compacted with laboratory rolling compaction A10343: Fine grained soils behavior compacted with laboratory rolling compaction A10343: Fine grained soils behavior compacted with laboratory rolling compaction A10343: Fine grained soils behavior compacted with laboratory rolling compaction

Ouardia Sediki, Université de Lorraine, LEM3, UMR7239 Metz, France

(A. Razakamanantsoa, M. Hattab, T. Le Borgne, J.M. Fleureau)

6:30 pm – 8:00 pm Ice Breaker – Saint-Pierre-aux-Nonnains

42

Wednesday, October 26, 2016 Maître de Cérémonie

Pierre-Yves Hicher Emeritus Professor, F. EMI

Pierre-Yves Hicher is currently Emeritus Professor of Civil Engineering at Ecole Centrale de Nantes and former Director of the Regional Institute for Research in Civil Engineering and Construction, after having served as Director of the Research Institute in Civil and Mechanical Engineering, UMR CNRS-Ecole Centrale Nantes-University of Nantes. His principal research activity and publications lie in the field of the mechanical behaviour of soils and granular materials, where major contributions to developing a methodology for connecting macroscopic properties to the micro structure of heterogeneous materials can be found. He has also contributed to the knowledge of material properties under complex loading paths by developing original experimental procedures and parameter identification methods under inverse analysis techniques. Recently, he has proposed homogenization techniques adapted to disordered granular materials in the modelling of their mechanical behaviour. They are applied to the analysis of instability and collapse in granular materials, to the size effect in coarse granular materials and its application to rockfill dams, as well as to the impact of internal erosion on the stability of hydraulic works (dams, dykes, levees). He is the author and co-author of more than 80 papers in international journals and has published several books on his research topics. He has supervised 42 PhD theses.

Ecole Centrale de Nantes, Institut de Recherche en Génie Civil et Mécanique – CNRS UMR 6183

43



Gilles PIJAUDIER-CABOT Laboratoire des Fluides Complexes et leurs Réservoirs, UMR 5150 with CNRS and TOTAL - Université de Pau et des Pays de L’Adour, France Gilles Pijaudier-Cabot graduated from Ecole Normale Supérieure de Cachan (ENSC) in 1983. He obtained a doctoral degree from Université Pierre et Marie Curie (1984) and a Ph.D. from Northwestern University (1987). He joined CNRS in 1988 and later on the faculty of civil engineering of Ecole Normale Supérieure de Cachan in 1992. At ENSC, he developed computational tools for evaluating the integrity of concrete structures. His research turned toward durability mechanics of concrete in 1999 when he moved to Ecole Centrale de Nantes. In 2007, Gilles Pijaudier-Cabot joined Université de Pau et des Pays de l’Adour and the joint laboratory with CNRS and TOTAL which he directed until recently, along with the Institut Carnot ISIFoR. His work focuses today on coupled problems in geomechanics. Gilles Pijaudier-Cabot authored over 120 refereed papers and received an advanced grant from the European Research Council in 2008. He is senior member of Institut Universitaire de France (IUF).

Fracture, deformation and fluid-solid coupled effects in porous quasi-brittle materials

G. Pijaudier-Cabot, D. Grégoire, C. Miqueu, F. Plantier, L. Perrier, F. Khaddour, C. Malheiro, V. Lefort, O. Nouailletas, L. Ecay

This presentation reviews recent results obtained within the geomechanics group of LFCR dealing with fracture, permeability and adsorption effects in porous quasi-brittle materials.

We follow a descending scale approach and start from the issues involved in hydraulic fracturing problems. A lattice approach to this problem is discussed and compared with analytical results. The model considers the propagation of damage in a poroelastic material. Therefore, it provides a rather general framework. As an example, the interactions between a propagating crack and an existing joint in the rock mass are considered for several orientations of the joint with respect to the crack.

A critical scientific issue in the previous calculations is the effect of microcracking on the permeability of the material. We look at this problem by considering the pore size distribution of the material and the way it evolves as damage due to microcracking grows. Experimental results are provided and an analytical capillary model that combines Poiseuille flow with Knudsen diffusion provides the correct evolutions of the intrinsic and apparent permeability to gas for various damage states. This model is currently being extended to the unsaturated case where the relative permeability to liquid and vapour need to be derived.

Finally, going down at the nanoscale, adsorption effects are considered. These effects are sensitive in microporous materials – for pore sizes of a few nanometers. Adsorption and confinement of the fluid yields very high pore pressure, which in return may generate volumetric deformation of the porous materials. Experiments in which adsorption and swelling are simultaneously recorded are discussed. Poromechanics is extended in order to account for adsorption effects in the mechanical problem and adsorption isotherms may also be computed using DFT based approach. Models aim at providing an approach that is free of phenomenological relationships as far as coupled adsorption/swelling effects are concerned.

44



Nicolas MOËS GeM - Institut de Recherche en Génie Civil et Mécanique, UMR CNRS 6183, Ecole Centrale de Nantes, France

Nicolas Moës is full professor at the Ecole Centrale de Nantes (France) and researcher the GeM (a CNRS research institute for civil and mechanical engineering). He received his engineering degree from the University of Liège and his PhD from the Ecole Normale Supérieure de Cachan under the guidance of Pierre Ladevèze. He is one of the co-inventor of the eXtended Finite Element Method (X-FEM). This work was initiated during his post-doctoral stay at Northwestern University in the team of Ted Belytschko. More recently, he has been developing with colleagues at Nantes a new model lying between fracture and damage mechanics coined the thick level set approach (TLS) as well as a new approach for contact. He received the young investigator award from the IACM (International Association for computational Mechanics) in 2006 and was declared IACM fellow in 2008. In 2014, he received the silver medal from CNRS.

The Thick Level Set (TLS) damage model for quasi-brittle fracture: an overview

The TLS model was designed to allow for a smooth transition to fracture. It is not a smeared crack model because displacements are truly discontinuous across surfaces in which the material is fully broken. Yet, it belongs to the family of the non-local damage models because it introduces a material length.

The twist in the TLS is that it incorporates geometrical aspects: the shape of the strain localization zone is located by a boundary and within the localization zone, the cracks faces are simply located by a level set.

So far, most of the effort have been concentrated to quasi-brittle fracture. After restating the motivations for the new model, we review the results obtained in these past 5 years. Among other topics the following issues will be addressed:

� Capability of the model to reproduce properly size effects � Predictive capabilities for crack onsets at notches � Theoretical issues regarding boundary conditions (with practical consequences!) � Capability of the model to take into account concurrent local and non-local development of

damage � Comparison with other non-local damage models � Relationships with the cohesive zone model

Finally, a set of open issues will be detailed.

References: Moës, N., Stolz, C., Bernard, P.-E., & Chevaugeon, N. (2011). A level set based model for damage growth: the thick level set approach. International Journal For Numerical Methods in Engineering, 86, 358–380. Parrilla Gómez, A., Moës, N., & Stolz, C. (2015). Comparison between thick level set (TLS) and cohesive zone models. Advanced Modeling and Simulation in Engineering Sciences, 2(1), 18. doi:10.1186/s40323-015-0041-9 Moës, N., Stolz, C., & Chevaugeon, N. (2014). Coupling local and non-local damage evolution with The Thick Level Set model. Advanced Modelling and Simulation in Engineering Sciences, 2(16), 21. Cazes, F., & Moës, N. (2015). Comparison of a Phase-Field model and of a Thick Level Set model for brittle and quasi-brittle fracture. International Journal for Numerical Methods in Engineering, 103, 114–143. doi:10.1002/nme

46



MS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media InteractionsMS Experimental and Computational Analysis of Fluid Porous Media Interactions

S37S37S37S37 Ground water flow-fluid solid interactions-hydrogeology

Chairs V. Van Beek & C. O'Sullivan


S30S30S30S30 Texture and microstructure in SPD materials

Chair R. Valiev


Chair A. Chokshi

MS MS MS MS Damage and FaiDamage and FaiDamage and FaiDamage and Failure Mechanics: from Microstructure to Macroscopic Responselure Mechanics: from Microstructure to Macroscopic Responselure Mechanics: from Microstructure to Macroscopic Responselure Mechanics: from Microstructure to Macroscopic Response

S33S33S33S33 S45S45S45S45 S49S49S49S49

Chair C. Dascalu Chair C. Czarnota Chair D. Rittel

MS MS MS MS Constitutive Modeling of Engineering Materials: A miniConstitutive Modeling of Engineering Materials: A miniConstitutive Modeling of Engineering Materials: A miniConstitutive Modeling of Engineering Materials: A mini----symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on symposium honoring Professor Dafalias on

the occasion of his the occasion of his the occasion of his the occasion of his 70th birthday70th birthday70th birthday70th birthday

S29S29S29S29



S42S42S42S42

Chair V. Kushch



Chairs E. Chatzi & S. Triantafyllou

S40S40S40S40 Computational Methods for Nonlinear Dynamic Processes

Chairs E. Chatzi & M. Chatzis


S27S27S27S27 S38S38S38S38

Chair F. Xu Chair Y. Huo

MS MS MS MS Generalized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and ApplicationsGeneralized Granular Mechanics: Theory and Applications

S46S46S46S46 S53S53S53S53

Chairs Y. F. Dafalias & L. S. Toth Chairs E. C. Aifantis & Y. F. Dafalias

47

MS MS MS MS Multiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic PropertiesMultiscale Modeling of Microstructures and their Macroscopic Properties

S43S43S43S43 Molecular dynamics and micromechanics

Chair V. Ehrlacher

S48S48S48S48 Numerical methods

Chair S. Brisard


S32S32S32S32 S44S44S44S44

Chair H. Di Benedetto Chair M. Vandamme

MS MS MS MS Cementitious Materials: Experiments and Modeling Across the Scales / StCementitious Materials: Experiments and Modeling Across the Scales / StCementitious Materials: Experiments and Modeling Across the Scales / StCementitious Materials: Experiments and Modeling Across the Scales / Strrrructural Materialsuctural Materialsuctural Materialsuctural Materials

S35S35S35S35 S51S51S51S51

Chairs C. Hellmich & G. Meschke Chairs C. Hellmich & B. Pichler


S34S34S34S34 S50S50S50S50

Chairs N. Challamel & M. Zingales Chairs N. Challamel & D. Zorica

MS MS MS MS Multiscale and Multiscale and Multiscale and Multiscale and Multiphysics Approaches in GeomechanicsMultiphysics Approaches in GeomechanicsMultiphysics Approaches in GeomechanicsMultiphysics Approaches in Geomechanics

S31S31S31S31 S41S41S41S41

Chair F. Nicot Chair O. Millet

MS MS MS MS Mechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined StructuresMechanical Behaviour and Stability of Confined Structures

S36S36S36S36 S52S52S52S52

Chair A Limam Chair F. Bumbieler

MS MS MS MS Laterites / Clayey Soils for Civil Engineering Laterites / Clayey Soils for Civil Engineering Laterites / Clayey Soils for Civil Engineering Laterites / Clayey Soils for Civil Engineering ApplicationsApplicationsApplicationsApplications

S54S54S54S54

Chair A. Pantet

MS MS MS MS Model Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and ApplicationsModel Order Reduction Techniques and Applications

S39S39S39S39


48



8:30 am – 9:35 am

MC Talk/Plenary Keynote Lecture3 – Amphi 1/UFR ALL

9:35 am – 10:40 am



11:00 am – 12:30 pm



Chair: F. Xu Amphi 3

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10194: Oblique Wrinkles A10194: Oblique Wrinkles A10194: Oblique Wrinkles A10194: Oblique Wrinkles

Michel Destrade, NUI Galway, Ireland

(M. Carfagna, A.L. Gower and A. Grillo)

A10229: An inverse approach based on compression test for the localization and identification of defect: A10229: An inverse approach based on compression test for the localization and identification of defect: A10229: An inverse approach based on compression test for the localization and identification of defect: A10229: An inverse approach based on compression test for the localization and identification of defect:

a first attempt a first attempt a first attempt a first attempt

Olivier Allix, LMT, ENS Cachan, CNRS, Université Paris-Saclay, Cachan, France

(E. Barbarella, F. Daghia)

A10193: Effects of preA10193: Effects of preA10193: Effects of preA10193: Effects of pre----stretstretstretstretch, compressibility and material constitution on the periodch, compressibility and material constitution on the periodch, compressibility and material constitution on the periodch, compressibility and material constitution on the period----doubling doubling doubling doubling

secondary bifurcation of a film/substrate bilayersecondary bifurcation of a film/substrate bilayersecondary bifurcation of a film/substrate bilayersecondary bifurcation of a film/substrate bilayer

Yibin Fu, Keele University, UK

(Z. Cai)

A1012: The modeA1012: The modeA1012: The modeA1012: The mode----coupling effect on the postcoupling effect on the postcoupling effect on the postcoupling effect on the post----buckling of a stiff film/compliant substrate system buckling of a stiff film/compliant substrate system buckling of a stiff film/compliant substrate system buckling of a stiff film/compliant substrate system

Yin Zhang, Institution of Mechanics, Chinese Academy of Sciences, China

(L. Zhuo)

S28 Uncertainty Quantification in Engineering Simulations Location:

Chairs: E. Chatzi & S. Triantafyllou Room 120

A10130: Sensitivity Analysis for complex nonlineaA10130: Sensitivity Analysis for complex nonlineaA10130: Sensitivity Analysis for complex nonlineaA10130: Sensitivity Analysis for complex nonlinear systemsr systemsr systemsr systems------------approaches study and their application to approaches study and their application to approaches study and their application to approaches study and their application to

Vehicle Restraint System crash simulation Vehicle Restraint System crash simulation Vehicle Restraint System crash simulation Vehicle Restraint System crash simulation

Gengjian Qian, Biomechanics and Impact Mechanics Laboratory, University Claude Bernard Lyon 1,

France

(M. Massenzio, M. Ichchou)

A10282: Surrogate Modeling AnA10282: Surrogate Modeling AnA10282: Surrogate Modeling AnA10282: Surrogate Modeling And Global Optimization For Highd Global Optimization For Highd Global Optimization For Highd Global Optimization For High----Dimensional TimeDependent Reliability Dimensional TimeDependent Reliability Dimensional TimeDependent Reliability Dimensional TimeDependent Reliability

Problems Problems Problems Problems

Charbel-Pierre El Soueidy, Institut de Recherche en Génie Civil et Mécanique GeM UMR CNRS 6183

Université de Nantes, France

(L. Hawchar, F. Schoefs)

A10461: Assessment of pertuA10461: Assessment of pertuA10461: Assessment of pertuA10461: Assessment of perturbation and projectionrbation and projectionrbation and projectionrbation and projection----based methods for static reanalysis of linear based methods for static reanalysis of linear based methods for static reanalysis of linear based methods for static reanalysis of linear

systems for uncertainty quantification systems for uncertainty quantification systems for uncertainty quantification systems for uncertainty quantification

Abhigna Bhatt, Civil Engineering Department, IIT Gandhinagar, Gujarat, India

(G. Srivastava)

49

A10472: A Discontinuous "D"A10472: A Discontinuous "D"A10472: A Discontinuous "D"A10472: A Discontinuous "D"----Variant for Bayesian RecuVariant for Bayesian RecuVariant for Bayesian RecuVariant for Bayesian Recursive Estimators rsive Estimators rsive Estimators rsive Estimators

Manolis Chatzis, Department of Enginnering Science, The University of Oxford, UK

(E. Chatzi)

A10422: Hybrid control of multiA10422: Hybrid control of multiA10422: Hybrid control of multiA10422: Hybrid control of multi----span bridges using Sliding Mode Control Algorithm span bridges using Sliding Mode Control Algorithm span bridges using Sliding Mode Control Algorithm span bridges using Sliding Mode Control Algorithm

Diptesh Das, Department of Civil Engineering, National Institute of Technology Durgapur, West Bengal,

India

(B. Neethu)


Location:


A1034: Effect of fabric anisotropy on critical state of granular media A1034: Effect of fabric anisotropy on critical state of granular media A1034: Effect of fabric anisotropy on critical state of granular media A1034: Effect of fabric anisotropy on critical state of granular media

Richard Wan, University of Calgary, Canada

(M. Pouragha)

A10491: The effect of intermediate principal stress ratio and structure anisotropy on the strength and A10491: The effect of intermediate principal stress ratio and structure anisotropy on the strength and A10491: The effect of intermediate principal stress ratio and structure anisotropy on the strength and A10491: The effect of intermediate principal stress ratio and structure anisotropy on the strength and

deformation off granuladeformation off granuladeformation off granuladeformation off granular materials r materials r materials r materials

Xia Li, University of Nottingham, UK

(D. Yang, H. Yu)

A10534: An evolving fabric plasticity model for sands within Anisotropic Critical State Theory A10534: An evolving fabric plasticity model for sands within Anisotropic Critical State Theory A10534: An evolving fabric plasticity model for sands within Anisotropic Critical State Theory A10534: An evolving fabric plasticity model for sands within Anisotropic Critical State Theory

Achillea Papadimitrou, School of Civil Engineering National Technical University of Athens, Greece

(A.G. Papadimitriou, Y.K. Chaloulos, Y.F. Dafalias)

A10367: A microA10367: A microA10367: A microA10367: A micro----mechanical study of cemented granular materials mechanical study of cemented granular materials mechanical study of cemented granular materials mechanical study of cemented granular materials

Alessandro Tengattini, Universite de Grenoble, Laboratoire 3sr, France

(I. Einav, G. Viggiani, G. D. Nguyen)

A10273: Bounding surfA10273: Bounding surfA10273: Bounding surfA10273: Bounding surface plasticity model for natural clay ace plasticity model for natural clay ace plasticity model for natural clay ace plasticity model for natural clay

Sanae Ahayan, Ecole Centrale de Nantes, Université de Nantes, CNRS, Institut de Recherche en Génie

Civil et Mécanique

(GeM), France / Université de Liège, Départment ArGEnCo, Belgium

(Z. Yin, P. Kotronis, F. Collin)

S30 Texture and microstructure in SPD materials Location:

Chair: R. Valiev Amphi 1

MiniMiniMiniMini----keynote: keynote: keynote: keynote: A10285: Texture, microstructure and mechanical properties of ARB aluminium laminates A10285: Texture, microstructure and mechanical properties of ARB aluminium laminates A10285: Texture, microstructure and mechanical properties of ARB aluminium laminates A10285: Texture, microstructure and mechanical properties of ARB aluminium laminates

Werner Skrotzki, Technische Universität Dresden, Germany

(P. Chekhonin, J. Huhn, B. Beausir, J. Scharnweber, C.G. Oertel, J. Jaschinski, H. Werner Höppel, H.G.

Brokmeier)

A10435: Evolution of microstructure and texture during high pressure torsion of nanocrystalline NiA10435: Evolution of microstructure and texture during high pressure torsion of nanocrystalline NiA10435: Evolution of microstructure and texture during high pressure torsion of nanocrystalline NiA10435: Evolution of microstructure and texture during high pressure torsion of nanocrystalline Ni----Co Co Co Co

alloys alloys alloys alloys

Satyam Suwas, Indian institute of Science, Bangalore, India

(A. Sharma, A. Pukenas, W. Skrotzki, A. Panigrahi, M. Zehetbauer)

A10323: Evolution of Microstructure and Texture in Commercial Pure Aluminum Processed by High A10323: Evolution of Microstructure and Texture in Commercial Pure Aluminum Processed by High A10323: Evolution of Microstructure and Texture in Commercial Pure Aluminum Processed by High A10323: Evolution of Microstructure and Texture in Commercial Pure Aluminum Processed by High

Pressure Torsion Pressure Torsion Pressure Torsion Pressure Torsion

Soroosh Naghdy, Ghent university, Belgium

(P. Verleysen, L.A.I. Kestens)

50

A10200: The effect of microstructure changes on creep properties of an ultrafinegrained CuA10200: The effect of microstructure changes on creep properties of an ultrafinegrained CuA10200: The effect of microstructure changes on creep properties of an ultrafinegrained CuA10200: The effect of microstructure changes on creep properties of an ultrafinegrained Cu----2 wt.% Co 2 wt.% Co 2 wt.% Co 2 wt.% Co

alloy alloy alloy alloy

Jiri Dvorak, Institute of Physics of Materials, Academy of Sciences, Czech Republic

(P. Král, V. Sklenička, M. Svoboda, J. Buršík, M. Kvapilová)

S31 Multiscale and Multiphysics Approaches in Geomechanics Location:

Chairs: F. Nicot Room 117

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10353: An overview of Kinematic Structural Stability A10353: An overview of Kinematic Structural Stability A10353: An overview of Kinematic Structural Stability A10353: An overview of Kinematic Structural Stability

Lerbet Jean, IBISC/UEVE, France

(N. Challamel, F. Nicot)

A1035: A statistical multiscale constitutive model for granular media A1035: A statistical multiscale constitutive model for granular media A1035: A statistical multiscale constitutive model for granular media A1035: A statistical multiscale constitutive model for granular media

Mehdi Pouragha, University of Calgary, Canada

(R. Wan)

A10113: Instability of Granular Material: Multiscale Analysis by Micromechanical Approach Based on A10113: Instability of Granular Material: Multiscale Analysis by Micromechanical Approach Based on A10113: Instability of Granular Material: Multiscale Analysis by Micromechanical Approach Based on A10113: Instability of Granular Material: Multiscale Analysis by Micromechanical Approach Based on

Static Hypothesis Static Hypothesis Static Hypothesis Static Hypothesis

Chaofa Zhao, Ecole Centrale de Nantes, France

(Z. Yin, P.Y. Hicher)

A10315: Modelling of capillarity in partially saturated porous media A10315: Modelling of capillarity in partially saturated porous media A10315: Modelling of capillarity in partially saturated porous media A10315: Modelling of capillarity in partially saturated porous media

Olivier Millet, LaSIE, UMR CNRS 7356, University of La Rochelle, France

(G. Gagneux, B. Mielniczuk, M.-S. El-Youssoufi)

S32 Advances in Creep and Relaxation Mechanics Location:

Chair: H. Di Benedetto Room 202

MiniMiniMiniMini----Keynote:Keynote:Keynote:Keynote: A10162: Viscous properties of geomaterials and effects of ageing A10162: Viscous properties of geomaterials and effects of ageing A10162: Viscous properties of geomaterials and effects of ageing A10162: Viscous properties of geomaterials and effects of ageing

Fumio Tatsuoka, Tokyo University of Science, Japan

(H. Di Benedetto, A. Duttine)

A10205: Nonlinear creep and dilatancy behavior of kaolinite in triaxial tests A10205: Nonlinear creep and dilatancy behavior of kaolinite in triaxial tests A10205: Nonlinear creep and dilatancy behavior of kaolinite in triaxial tests A10205: Nonlinear creep and dilatancy behavior of kaolinite in triaxial tests

Dan Zhao, Université de Lorraine, LEM3, UMR7239 Metz, Institut de Recherche en Génie Civil et

Mécanique UMR CNRS 6183, Ecole Centrale de Nantes, France

(M. Hattab, Z. Yin, P.Y. Hicher)

A10129: Experimental investigation of rutting in the different phases of asphalt mixture A10129: Experimental investigation of rutting in the different phases of asphalt mixture A10129: Experimental investigation of rutting in the different phases of asphalt mixture A10129: Experimental investigation of rutting in the different phases of asphalt mixture

Augusto Cannone Falchetto, TU Braunschweig - ISBS, Germany

(C. Riccardi, M. P. Wistuba)

A10186: Creep, relaxation and strain A10186: Creep, relaxation and strain A10186: Creep, relaxation and strain A10186: Creep, relaxation and strain accumulation process of polymeric materials under cyclic loading accumulation process of polymeric materials under cyclic loading accumulation process of polymeric materials under cyclic loading accumulation process of polymeric materials under cyclic loading

Igor Emri, Faculty of Mechanical Engineering, University of Ljubljana, Slovenia

(M. Bek, B. Zupančič)

S33: Damage and Failure Mechanics: from Microstructure to Macroscopic Response

Location:

Chair: C. Dascalu Room 121

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10526: Damage and failure of amorphous materials A10526: Damage and failure of amorphous materials A10526: Damage and failure of amorphous materials A10526: Damage and failure of amorphous materials

Elisabeth Bouchaud, PSL Research University, ESPCI, IPGG/MMN, France

A10268: Crack Path selection in brittle media containing designed distributions of flaws A10268: Crack Path selection in brittle media containing designed distributions of flaws A10268: Crack Path selection in brittle media containing designed distributions of flaws A10268: Crack Path selection in brittle media containing designed distributions of flaws

Shmuel Osovski, Technion - Israel Institute of Technology, Israel

51

A10445: Peridynamic study of the fracture of particles embedding microcracks A10445: Peridynamic study of the fracture of particles embedding microcracks A10445: Peridynamic study of the fracture of particles embedding microcracks A10445: Peridynamic study of the fracture of particles embedding microcracks

Nicolas Blanc, IATE UMR 1208 INRA-CIRAD-SupAgro-UM2, Montpellier, France

(X. Frank, C. Mayer-Laigle, F. Radjaï, J.-Y. Delenne)

A10480: BondedA10480: BondedA10480: BondedA10480: Bonded----Cell method for particle crushing in 3D Cell method for particle crushing in 3D Cell method for particle crushing in 3D Cell method for particle crushing in 3D

David Cantor, Laboratoire de Mécanique et Génie Civil (LMGC), Université de Montpellier - CEA, DEN,

DEC, SFER, LCU, France

(E. Azéma, F. Radjai, P. Sorany)

S34 Stability and Failure of Structures and Materials Location:

Chairs: N. Challamel & M. Zingales Room 119

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A1026: Buckling and vibrations of lattice plates using nonlocal elasticity A1026: Buckling and vibrations of lattice plates using nonlocal elasticity A1026: Buckling and vibrations of lattice plates using nonlocal elasticity A1026: Buckling and vibrations of lattice plates using nonlocal elasticity

Noël Challamel, Université de Bretagne Sud, France

(F. Hache, I. Elishakoff, C.M. Wang)

A10254: Beck’s column on Winkler foundation modelled by nonA10254: Beck’s column on Winkler foundation modelled by nonA10254: Beck’s column on Winkler foundation modelled by nonA10254: Beck’s column on Winkler foundation modelled by non----local and hereditary constitutilocal and hereditary constitutilocal and hereditary constitutilocal and hereditary constitutive ve ve ve

equation equation equation equation

Dušan Zorica, Mathematical Institute, Serbian Academy of Arts and Sciences, Belgrade, Serbia

(T. M. Atanacković, Y. Bouras)

A10258: On stability of an elastic plate under drilling moment A10258: On stability of an elastic plate under drilling moment A10258: On stability of an elastic plate under drilling moment A10258: On stability of an elastic plate under drilling moment

Victor Eremeyev, Rzeszów University of Technology, Poland

A10473: Stability Analysis of BernoulliA10473: Stability Analysis of BernoulliA10473: Stability Analysis of BernoulliA10473: Stability Analysis of Bernoulli-----Euler Beam on Fractional-Euler Beam on Fractional-Euler Beam on Fractional-Euler Beam on Fractional-----Order Viscoelastic Foundation -Order Viscoelastic Foundation -Order Viscoelastic Foundation -Order Viscoelastic Foundation

Massimiliano Zingales, DICAM, Università di Palermo, Italy

(L. Deseri)

S35 Cementitious Materials: Experiments and Modeling Across the Scales Location:

Chairs: C. Hellmich & G. Meschke Room 116

A10120: The bottomA10120: The bottomA10120: The bottomA10120: The bottom----up modeling approach applied to the Alkaliup modeling approach applied to the Alkaliup modeling approach applied to the Alkaliup modeling approach applied to the Alkali----Silica Reaction Silica Reaction Silica Reaction Silica Reaction

Alice Dufresne, Department of Civil and Environmental Engineering, Massachusetts Institute of

Technology (MIT), Cambridge, USA

(K. Ioannidou, F.-J. Ulm, R. J.-M. Pellenq)

A10312: Measurement of the reaction rate of the acid attack of hardened Portland cement A10312: Measurement of the reaction rate of the acid attack of hardened Portland cement A10312: Measurement of the reaction rate of the acid attack of hardened Portland cement A10312: Measurement of the reaction rate of the acid attack of hardened Portland cement

Jean Colombani, Université Claude Bernard Lyon 1, France

(H. Gay, T. Meynet)

A10547: Multiscale Modeling and ComputationaA10547: Multiscale Modeling and ComputationaA10547: Multiscale Modeling and ComputationaA10547: Multiscale Modeling and Computational Simulation of Short Fiber Reinforced Composite l Simulation of Short Fiber Reinforced Composite l Simulation of Short Fiber Reinforced Composite l Simulation of Short Fiber Reinforced Composite

Materials and Structures Materials and Structures Materials and Structures Materials and Structures

Günther Meschke, Institute for Structural Mechanics Department for Civil and Environmental

Engineering Sciences Ruhr University Bochum, Germany

(J. J. Timothy, Y. Jian Zhan )

A1012A1012A1012A10125: Influence of hydration temperature on the C5: Influence of hydration temperature on the C5: Influence of hydration temperature on the C5: Influence of hydration temperature on the C----SSSS----H structure: Chemical composition and density H structure: Chemical composition and density H structure: Chemical composition and density H structure: Chemical composition and density

Sara Bahafid, Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, Université Paris-Est, France

(S. Ghabezloo, M. Duc, P. Faure, J. Sulem)

A10251: Modelling tA10251: Modelling tA10251: Modelling tA10251: Modelling the elastoplastic behavior of earlyhe elastoplastic behavior of earlyhe elastoplastic behavior of earlyhe elastoplastic behavior of early----age cement paste age cement paste age cement paste age cement paste

Marcos Samudio, Laboratoire Navier, UMR 8205, École des Ponts, IFSTTAR, CNRS, UPE, Champs-sur-

Marne, France

(N. Agofack, S. Ghabezloo, J. Sulem, A. Garnier, C. Urbanczyk)

52

S36 Stability of Confined Structures Location:

Chair: A Limam Room 203

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A1028: A1028: A1028: A1028: On the Dynamic Propagation and Arrest of Buckles in PipeOn the Dynamic Propagation and Arrest of Buckles in PipeOn the Dynamic Propagation and Arrest of Buckles in PipeOn the Dynamic Propagation and Arrest of Buckles in Pipe----inininin----Pipe SystemsPipe SystemsPipe SystemsPipe Systems

Theodoro Netto, COPPE/UFRJ, Brazil

(S. Kyriakides, T.A. Netto)

A10517: Short term mechanical behavior of a confined steel casing subjected to external loading A10517: Short term mechanical behavior of a confined steel casing subjected to external loading A10517: Short term mechanical behavior of a confined steel casing subjected to external loading A10517: Short term mechanical behavior of a confined steel casing subjected to external loading –––– InInInIn----

situ experiments situ experiments situ experiments situ experiments

Frédéric Bumbieler, ANDRA, France

(G. Armand)

A10542: Modeling and Simulation of the long term mechanical behavior of a steel casing subA10542: Modeling and Simulation of the long term mechanical behavior of a steel casing subA10542: Modeling and Simulation of the long term mechanical behavior of a steel casing subA10542: Modeling and Simulation of the long term mechanical behavior of a steel casing subjected to jected to jected to jected to

general corrosiongeneral corrosiongeneral corrosiongeneral corrosion

Carl Labergere, Université de Technologie de Troyes, ICD/LASMIS, UMR CNRS 6281, France

(K. Saanouni, F. Bumbieler)

A10544: StrainA10544: StrainA10544: StrainA10544: Strain----based design rules for pipes using analytical modelling based design rules for pipes using analytical modelling based design rules for pipes using analytical modelling based design rules for pipes using analytical modelling

Nol Gresnigt, Université de Delft, Greece


2:00 pm – 3:30 pm


S37 Ground water flow-fluid solid interactions-hydrogeology Location:

Chairs: V. Van Beek & C. O’Sullivan Room 118

A10446: A10446: A10446: A10446: Retention of urban runoff sediment by using natural limited life geotextilesRetention of urban runoff sediment by using natural limited life geotextilesRetention of urban runoff sediment by using natural limited life geotextilesRetention of urban runoff sediment by using natural limited life geotextiles

Bouamama Abbar, Université Le Havre, Laboratoire Ondes et Milieux Complexes UMR CNRS, Le Havre,

France

(A. Alem, S. Marcotte, A. Pantet)

A10142: Sensitivity of groundwater flow sA10142: Sensitivity of groundwater flow sA10142: Sensitivity of groundwater flow sA10142: Sensitivity of groundwater flow streamlines with respect to the drainaquifer leakage coefficienttreamlines with respect to the drainaquifer leakage coefficienttreamlines with respect to the drainaquifer leakage coefficienttreamlines with respect to the drainaquifer leakage coefficient

Mohammad Moezzibadi, Icube, University of Strasbourg, France

(I. Charpentier, A. Wanko, R. Mosé)

A10301: Tunnel excavations in lowA10301: Tunnel excavations in lowA10301: Tunnel excavations in lowA10301: Tunnel excavations in low----permeability anisotropic ground: hydromechanical couplingspermeability anisotropic ground: hydromechanical couplingspermeability anisotropic ground: hydromechanical couplingspermeability anisotropic ground: hydromechanical couplings

Lina-Maria Guayacan-Carrillo, Andra / Laboratoire Navier/CERMES, Ecole des Ponts ParisTech, France

(S. Ghabezloo, J. Sulem, D. Seyedi, G. Armand)

A10227: Experimental study of transient regime to fluidized chimney in a granular bed A10227: Experimental study of transient regime to fluidized chimney in a granular bed A10227: Experimental study of transient regime to fluidized chimney in a granular bed A10227: Experimental study of transient regime to fluidized chimney in a granular bed

Pierre Philippe, IRSTEA, RECOVER Unit, Aix-en-Provence, France

(F. Brunier-Coulin, S.E. Mena, J.S. Curtis)


Chair: Y. Huo Amphi 3

A10279: Squeelix Elastica A10279: Squeelix Elastica A10279: Squeelix Elastica A10279: Squeelix Elastica

Martin Michael Müller, Equipe BioPhysStat, ICPMB-FR CNRS 2843, Université de Lorraine, France

(L. Bouzar, H. Mohrbach, I.M. Kulic, P. Gosselin)

A10573: Influence of imperfections and friction on the deformation shape of compressed biA10573: Influence of imperfections and friction on the deformation shape of compressed biA10573: Influence of imperfections and friction on the deformation shape of compressed biA10573: Influence of imperfections and friction on the deformation shape of compressed bi----crystal crystal crystal crystal

micropillarsmicropillarsmicropillarsmicropillars

Florian Toth, Institute of Mechanics and Mechatronics / Institute for Lightweight Design and Structural

53

Biomechanics, TU Wien, Vienna, Austria

(Ch. Kirchlechner, F.D. Fischer, G. Dehm, F.G. Rammerstorfer)

A10496: Numerical and experimental study of relation between residual stresses and flatness defect in A10496: Numerical and experimental study of relation between residual stresses and flatness defect in A10496: Numerical and experimental study of relation between residual stresses and flatness defect in A10496: Numerical and experimental study of relation between residual stresses and flatness defect in

strip rollistrip rollistrip rollistrip rolling ng ng ng

Sami Abdelkhalek, Milatary academy of Fondouk Jedid, Tunisia

(H. Zahrouni, N. Legrand, M. Potier-Ferry)

A10145: A general bifurcation analysis method for robot workspaces A10145: A general bifurcation analysis method for robot workspaces A10145: A general bifurcation analysis method for robot workspaces A10145: A general bifurcation analysis method for robot workspaces

Gauthier Hentz, ICube, CNRS, Université de Strasbourg, France

(I. Charpentier, L. Rubbert, P. Renaud)



A10416: HyperA10416: HyperA10416: HyperA10416: Hyper----reduction in nonlinear vibrations reduction in nonlinear vibrations reduction in nonlinear vibrations reduction in nonlinear vibrations

Duc Trung Le, MINES ParisTech, Centre des matériaux, CNRS UMR 7633, France

(D. Ryckelynck)

A10454: SpaceA10454: SpaceA10454: SpaceA10454: Space----time virtual charts for parametric studies of numerical welding simulations: a PODtime virtual charts for parametric studies of numerical welding simulations: a PODtime virtual charts for parametric studies of numerical welding simulations: a PODtime virtual charts for parametric studies of numerical welding simulations: a POD----based based based based

approach approach approach approach

Ye Lu, LAMCOS, INSA Lyon, France

(A. Gravouil)

A10458: Model reduction applied to a multiA10458: Model reduction applied to a multiA10458: Model reduction applied to a multiA10458: Model reduction applied to a multi––––layer Transversely Isotropic Fluid material used inlayer Transversely Isotropic Fluid material used inlayer Transversely Isotropic Fluid material used inlayer Transversely Isotropic Fluid material used in

composite forming composite forming composite forming composite forming

Grégoire Sorba, Ecole Centrale de Nantes, France

(C. Binetruy, A. Leygue, F. Chinesta)

A10508: MAN coupling PGD for solving the heat equation nonA10508: MAN coupling PGD for solving the heat equation nonA10508: MAN coupling PGD for solving the heat equation nonA10508: MAN coupling PGD for solving the heat equation non----linear transient linear transient linear transient linear transient

Amen Sogah, Université de Lorraine, LEM3, UMR7239 Metz, France

(N. Mathieu, K. Kpogan, A. Tri, H. Zahrouni)

A10169: A weak form quadrature element method for crack propagation with minimum remeshing A10169: A weak form quadrature element method for crack propagation with minimum remeshing A10169: A weak form quadrature element method for crack propagation with minimum remeshing A10169: A weak form quadrature element method for crack propagation with minimum remeshing

Minmao Liao, School of Civil Engineering, Chongqing University, Chongqing, China

(D. Xin)

S40 Computational Methods for Nonlinear Dynamic Processes Location:

Chairs: E. Chatzi & M. Chatzis Room 120

A10433: PhaseA10433: PhaseA10433: PhaseA10433: Phase----field material point method for anisotropic fracture field material point method for anisotropic fracture field material point method for anisotropic fracture field material point method for anisotropic fracture

Emmanouil G. Kakouris, University of Nottingham, UK

(S.P. Triantafyllou)

A10131: Vulnerability Assessment of Reinforced Concrete Frames Based on Inelastic Spectral A10131: Vulnerability Assessment of Reinforced Concrete Frames Based on Inelastic Spectral A10131: Vulnerability Assessment of Reinforced Concrete Frames Based on Inelastic Spectral A10131: Vulnerability Assessment of Reinforced Concrete Frames Based on Inelastic Spectral

Displacement Displacement Displacement Displacement

Chao Xu, Institute of Geophysics, China Earthquake Administration, China

(Z. Wen)

A1027: VelocityA1027: VelocityA1027: VelocityA1027: Velocity----Pulse and NonPulse and NonPulse and NonPulse and Non----Stationary of NearStationary of NearStationary of NearStationary of Near----Fault strong groundFault strong groundFault strong groundFault strong ground motions from 2015 Gorkha Nepal motions from 2015 Gorkha Nepal motions from 2015 Gorkha Nepal motions from 2015 Gorkha Nepal

Mw7.9 Earthquake Mw7.9 Earthquake Mw7.9 Earthquake Mw7.9 Earthquake

Chen Bo, Institute of Geophysics, China Earthquake Administration, China

(Z. Wen, F. Wang)

54

A10494: A multiA10494: A multiA10494: A multiA10494: A multi----scale phase field finite element method for fracture in porous media scale phase field finite element method for fracture in porous media scale phase field finite element method for fracture in porous media scale phase field finite element method for fracture in porous media

Andreas E. Kampitsis, Centre for Structural Engineering and Informatics, The University of Nottingham,

UK

(S.P. Triantafyllou)

A10463: Nonlinear analysis of gear transmission systems using substructuring and joint state & A10463: Nonlinear analysis of gear transmission systems using substructuring and joint state & A10463: Nonlinear analysis of gear transmission systems using substructuring and joint state & A10463: Nonlinear analysis of gear transmission systems using substructuring and joint state &

parameter estimation parameter estimation parameter estimation parameter estimation

Dertimanis Vasilis, Institute of Structural Engineering, ETH Zürich, Switzerland

(D. Giagopoulos, E. Chatzi)


Chairs: O. Millet Room 117

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10133: On fabric dependence of dilatancy of granular materials A10133: On fabric dependence of dilatancy of granular materials A10133: On fabric dependence of dilatancy of granular materials A10133: On fabric dependence of dilatancy of granular materials

Niels Kruyt, University of Twente, Netherlands

A10157: Micromechanical modelling of suffusion: from mesoscale characterization to homogenization. A10157: Micromechanical modelling of suffusion: from mesoscale characterization to homogenization. A10157: Micromechanical modelling of suffusion: from mesoscale characterization to homogenization. A10157: Micromechanical modelling of suffusion: from mesoscale characterization to homogenization.

Antoine Wautier, IRSTEA, France

(F. Nicot, S. Bonelli)

A10160: A10160: A10160: A10160: On the 3D extension of the On the 3D extension of the On the 3D extension of the On the 3D extension of the micromechanicallymicromechanicallymicromechanicallymicromechanically----based Hbased Hbased Hbased H----modelmodelmodelmodel

Hao Xiong, Université Grenoble Alpes, Irstea, UR ETGR, St-Martin-d’Hères, France

(F. Nicot, Z. Yin)

A10173: Multiscale modeling using DEMA10173: Multiscale modeling using DEMA10173: Multiscale modeling using DEMA10173: Multiscale modeling using DEM----FEM coupled approach: application for the contact interface FEM coupled approach: application for the contact interface FEM coupled approach: application for the contact interface FEM coupled approach: application for the contact interface

problems problems problems problems

Mohamed Guessasma, UPJV LTI-EA3899, France

(H. Haddad, W. Leclerc, J. Fortin)


Chair: V. Kushch Room 121

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10260: Connections between plasticity parameters and electrical conductivities of A10260: Connections between plasticity parameters and electrical conductivities of A10260: Connections between plasticity parameters and electrical conductivities of A10260: Connections between plasticity parameters and electrical conductivities of

metmetmetmetals and alloys. als and alloys. als and alloys. als and alloys.

Igor Sevostianov, New Mexico State University, Las Cruces, USA

A10265: Effective ageing linear viscoelastic behaviour of precipitating lamellar particles A10265: Effective ageing linear viscoelastic behaviour of precipitating lamellar particles A10265: Effective ageing linear viscoelastic behaviour of precipitating lamellar particles A10265: Effective ageing linear viscoelastic behaviour of precipitating lamellar particles

Julien Sanahuja, EDF lab, France

(J.F. Barthélémy, A. Giraud, F. Lavergne)

A10328: Construction of phase transformations limiting surfaces basing on exact energylower bounds A10328: Construction of phase transformations limiting surfaces basing on exact energylower bounds A10328: Construction of phase transformations limiting surfaces basing on exact energylower bounds A10328: Construction of phase transformations limiting surfaces basing on exact energylower bounds

Alexander B. Freidin, Institute for Problems in Mechanical Engineering of Russian Academy of Sciences,

Russia; Peter the Great St. Petersburg Polytechnic University, Russia; St. Petersburg State University,

Russia

(M.A. Antimonov, A. Cherkaev)

A10364: A10364: A10364: A10364: Effective thermal conductivity of transversely isotropic rocksEffective thermal conductivity of transversely isotropic rocksEffective thermal conductivity of transversely isotropic rocksEffective thermal conductivity of transversely isotropic rocks

Albert Giraud, GeoRessources, Université de Lorraine, France

(J.-F. Barthélémy, P. Cosenza, D. Grgic)

55

S43 Molecular dynamics and micromechanics Location:

Chair: V. Ehrlacher Room 203

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10319: Physics of the thermomechanical behaviour of adsorbing layered materials A10319: Physics of the thermomechanical behaviour of adsorbing layered materials A10319: Physics of the thermomechanical behaviour of adsorbing layered materials A10319: Physics of the thermomechanical behaviour of adsorbing layered materials

Laurent Brochard, Laboratoire Navier, UMR 8205, École des Ponts, IFSTTAR, CNRS, UPE, Champs-sur-

Marne, France

(T. Honorio, M. Vandamme, G. Stefanou, S. Ghabezloo, M. Bornert)

A10267: Coupled 3D dislocation dynamics at nanoA10267: Coupled 3D dislocation dynamics at nanoA10267: Coupled 3D dislocation dynamics at nanoA10267: Coupled 3D dislocation dynamics at nano---- and microand microand microand micro----scales scales scales scales

Guillaume Anciaux, Ecole Polytechnique Fédérale Lausanne, Switzerland

(J. Cho, J.F. Molinari)

A10244: Evaluation of the contribution of irregularly shaped 3D pores to the overall elastic properties of A10244: Evaluation of the contribution of irregularly shaped 3D pores to the overall elastic properties of A10244: Evaluation of the contribution of irregularly shaped 3D pores to the overall elastic properties of A10244: Evaluation of the contribution of irregularly shaped 3D pores to the overall elastic properties of

heterogeneous porous rocks heterogeneous porous rocks heterogeneous porous rocks heterogeneous porous rocks

Kassem Kalo, University of Lorraine, Georessources Laborator, France

(D. Grgic, C. Auvray, A. Giraud)

A10468: Modeling of effective properties of multifunctional composites with whiskerized, bristled and A10468: Modeling of effective properties of multifunctional composites with whiskerized, bristled and A10468: Modeling of effective properties of multifunctional composites with whiskerized, bristled and A10468: Modeling of effective properties of multifunctional composites with whiskerized, bristled and

fuzzy fibres accross the length scales fuzzy fibres accross the length scales fuzzy fibres accross the length scales fuzzy fibres accross the length scales

Sergey Lurie, Institute of Applied Mechanics of RAS and Institute for problems in Mechanics of RAS,

Russia

(D. Volkov-Bogorodskii, N. Tuchkova)


Chair: M. Vandamme Room 202

A10166: Some recent findings on linear viscoelastic behaviour of Bituminous materialsA10166: Some recent findings on linear viscoelastic behaviour of Bituminous materialsA10166: Some recent findings on linear viscoelastic behaviour of Bituminous materialsA10166: Some recent findings on linear viscoelastic behaviour of Bituminous materials

Hervé Di Benedetto, Université de Lyon / ENTPE, France

A10151: Creep and Durability of Calcium Aluminate Cement A10151: Creep and Durability of Calcium Aluminate Cement A10151: Creep and Durability of Calcium Aluminate Cement A10151: Creep and Durability of Calcium Aluminate Cement –––– Polyvinyl Alcohol Composites using The Polyvinyl Alcohol Composites using The Polyvinyl Alcohol Composites using The Polyvinyl Alcohol Composites using The

Transformation Field Analysis Method Transformation Field Analysis Method Transformation Field Analysis Method Transformation Field Analysis Method

Ange-Thérèse Akono, Department of Civil and Environmental Engineering, University of Illinois at

Urbana-Champaign, USA

(Yue Cui)

A10304: On the nanoscale origins of timeA10304: On the nanoscale origins of timeA10304: On the nanoscale origins of timeA10304: On the nanoscale origins of time----dependent deformations in nanoporous materials dependent deformations in nanoporous materials dependent deformations in nanoporous materials dependent deformations in nanoporous materials

Gyorgy Hantal, Laboratory of complex fluids and their reservoires, Université de Pau et des Pays de

l'Adour, France

(G. Galliero, R. Vermorel, G. Pijaudier-Cabot)

A10250: Effective thermal expansion of ageing linear viscoelastic composites A10250: Effective thermal expansion of ageing linear viscoelastic composites A10250: Effective thermal expansion of ageing linear viscoelastic composites A10250: Effective thermal expansion of ageing linear viscoelastic composites

Tulio Honorio, Laboratoire Navier, UMR 8205, École des Ponts, IFSTTAR, CNRS, UPE, Champs-sur-

Marne, France

S45 Damage and Failure Mechanics: from Microstructure to Macroscopic Response

Location:

Chair: C. Czarnota Amphi 1

A10545: Dynamic shear failure: from micro to macroA10545: Dynamic shear failure: from micro to macroA10545: Dynamic shear failure: from micro to macroA10545: Dynamic shear failure: from micro to macro

Daniel Rittel, Faculty of Mechanical Engineering Technion, Haifa, Israel

A10177: A oneA10177: A oneA10177: A oneA10177: A one----dimensional model to describe plastic flow localization in slender bars subjected to super dimensional model to describe plastic flow localization in slender bars subjected to super dimensional model to describe plastic flow localization in slender bars subjected to super dimensional model to describe plastic flow localization in slender bars subjected to super

critical impact velocities critical impact velocities critical impact velocities critical impact velocities

56

Alvaro Vaz-Romero Santero, University Carlos III of Madrid, Spain

(J.A. Rodríguez-Martínez)

A10168: Necking evolution in dynamically stretched bars: New experimental and computational insights A10168: Necking evolution in dynamically stretched bars: New experimental and computational insights A10168: Necking evolution in dynamically stretched bars: New experimental and computational insights A10168: Necking evolution in dynamically stretched bars: New experimental and computational insights

José A. Rodríguez-Martínez, University Carlos III of Madrid, Spain

(A. Vaz-Romero, Y. Rotbaum, D. Rittel)

A10399: ExperimentA10399: ExperimentA10399: ExperimentA10399: Experimental and numerical investigations on the impact forces measurement during ballistic al and numerical investigations on the impact forces measurement during ballistic al and numerical investigations on the impact forces measurement during ballistic al and numerical investigations on the impact forces measurement during ballistic

impact and perforation of armor steel targets impact and perforation of armor steel targets impact and perforation of armor steel targets impact and perforation of armor steel targets

Imen Asma Mbarek, Université de Lorraine, LEM3, UMR7239 LaBPS, France

(G. List, G. Sutter, A. Rusinek)

A10498: Effect of raw mA10498: Effect of raw mA10498: Effect of raw mA10498: Effect of raw material properties on iron ores granulation: experimental study and analysis of aterial properties on iron ores granulation: experimental study and analysis of aterial properties on iron ores granulation: experimental study and analysis of aterial properties on iron ores granulation: experimental study and analysis of

granules breakage granules breakage granules breakage granules breakage

Rafael Antonio Jaimes Contreras, Centre for research in Metallurgy, Spain

(F. van Loo, J.Y. Delenne, S. Nezamabadi, J.F. Douce, A. Koltsov, E. Izard, E. Azéma, F. Radjai)

S46 Generalized Granular Mechanics Location:

Chairs: Y. F. Dafalias & L. S. Toth Room 116

A10135: Dominant granular class in a binary mixture of beads A10135: Dominant granular class in a binary mixture of beads A10135: Dominant granular class in a binary mixture of beads A10135: Dominant granular class in a binary mixture of beads

Gérard Roquier, Laboratoire Navier, Champs-sur-Marne, France

(J.-N. Roux)

A10190: Modeling grain crushing in unsaturated conditions: a thermomechanical approach A10190: Modeling grain crushing in unsaturated conditions: a thermomechanical approach A10190: Modeling grain crushing in unsaturated conditions: a thermomechanical approach A10190: Modeling grain crushing in unsaturated conditions: a thermomechanical approach

Younes Salami, Research institute in civil and mechanical engineering, École Centrale de Nantes, UMR

CNRS 6183, France / Department of geotechnical engineering and geosciences, Universitat Politècnica

de Catalunya, Barcelona, Spain

(C. Dano, P.Y. Hicher, E. E. Alonso)

A10530: Revisiting "graphical" void fabric definitions using DEM A10530: Revisiting "graphical" void fabric definitions using DEM A10530: Revisiting "graphical" void fabric definitions using DEM A10530: Revisiting "graphical" void fabric definitions using DEM

Yannis F. Dafalias, School of Applied Mathematics and Natural Sciences, NTUA, Athens, Attica, Greece

(A.I. Theocharis, E.G. Vairaktaris, Y.F. Dafalias)

A10536: Analogies and Similarities between Manmade and Naturemade Models for Materials with a A10536: Analogies and Similarities between Manmade and Naturemade Models for Materials with a A10536: Analogies and Similarities between Manmade and Naturemade Models for Materials with a A10536: Analogies and Similarities between Manmade and Naturemade Models for Materials with a

Grain Structure Grain Structure Grain Structure Grain Structure

Elias C. Aifantis, Aristotle University, Thessaloniki, Greece

3:30 pm – 3:50 pm Refreshment & Coffee Break – l’Atrium/UFR DEA

3:50 pm – 5:20 pm


S47 Mechanics of UFG materials-2 Location:

Chair: A. Chokshi Amphi 3

A10516: On the near threshold fatigue crack growthA10516: On the near threshold fatigue crack growthA10516: On the near threshold fatigue crack growthA10516: On the near threshold fatigue crack growth----microstructure relationship in ultrafinemicrostructure relationship in ultrafinemicrostructure relationship in ultrafinemicrostructure relationship in ultrafine----grained grained grained grained

copper copper copper copper

Mandana Arzaghi, Pprime Institute (UPR3346), ISAE-ENSMA, Université de Poitiers, France

(S. Fintova, C. Sarrazin-Baudoux, L. Kunz, J. Petit)

A10376A10376A10376A10376: Dry friction under high pressure in quasi: Dry friction under high pressure in quasi: Dry friction under high pressure in quasi: Dry friction under high pressure in quasi----static conditions static conditions static conditions static conditions

Sylvain Philippon, Laboratoire de mécanique Biomécanique, Polymère, Structures (LaBPS), EA 4632,

57

Ecole Nationale d’Ingénieurs de Metz (ENIM), Metz, France

(R. Massion, L. Faure, B. Zhang, L. S. Toth)

A10316: SPD of FeA10316: SPD of FeA10316: SPD of FeA10316: SPD of Fe----C: Cold wire drawing vs. ball milling and high pressure torsion C: Cold wire drawing vs. ball milling and high pressure torsion C: Cold wire drawing vs. ball milling and high pressure torsion C: Cold wire drawing vs. ball milling and high pressure torsion

Christine Borchers, Institut für Materialphysik, University of Göttingen, Göttingen, Germany

(R. Kirchheim)

A10563: Ultrafine grain structure and thermal stability A10563: Ultrafine grain structure and thermal stability A10563: Ultrafine grain structure and thermal stability A10563: Ultrafine grain structure and thermal stability of Alof Alof Alof Al----Fe alloys processed by severe plastic Fe alloys processed by severe plastic Fe alloys processed by severe plastic Fe alloys processed by severe plastic

deformation deformation deformation deformation

Amandine Duchaussoy, Normandie Univ, UNIROUEN, INSA Rouen, CNRS, Groupe de Physique des

Matériaux, Rouen, France

(X. Sauvage, K. Edalati, Z. Horita, G. Renou, A. Deschamps, F. De Geuser)

A10387: DiffA10387: DiffA10387: DiffA10387: Different methods of severe plastic deformation of magnesium alloys at room temperature erent methods of severe plastic deformation of magnesium alloys at room temperature erent methods of severe plastic deformation of magnesium alloys at room temperature erent methods of severe plastic deformation of magnesium alloys at room temperature

Alexey Volkov, Institute of Metals Physics, Ural Branch of RAS, Ekaterinburg, Russia

S48 Numerical methods Location:

Chair: S. Brisard Room 203

A10183: FFTA10183: FFTA10183: FFTA10183: FFT----based homogenization for microstructures discretized by linear hexahedral elements based homogenization for microstructures discretized by linear hexahedral elements based homogenization for microstructures discretized by linear hexahedral elements based homogenization for microstructures discretized by linear hexahedral elements

Matti Schneider, Fraunhofer Institute for Industrial Mathematics ITWM, Kaiserslautern, Germany

(D. Merkert, M. Kabel)

A10152: Composite Voxels for Physically Nonlinear Elasticity Problems and FFTbased Homogenization A10152: Composite Voxels for Physically Nonlinear Elasticity Problems and FFTbased Homogenization A10152: Composite Voxels for Physically Nonlinear Elasticity Problems and FFTbased Homogenization A10152: Composite Voxels for Physically Nonlinear Elasticity Problems and FFTbased Homogenization

Matthias Kabel, Department of Flow and Material Simulation, Fraunhofer ITWM, Germany

(H. Andrä, A. Fink, M. Schneider)

A10220: Approximation of effective coA10220: Approximation of effective coA10220: Approximation of effective coA10220: Approximation of effective coefficients in stochastic homogenization using a boundary integral efficients in stochastic homogenization using a boundary integral efficients in stochastic homogenization using a boundary integral efficients in stochastic homogenization using a boundary integral

approach approach approach approach

Virginie Ehrlacher, Ecole des Ponts Paristech & INRIA, France

(E. Cancès, F. Legoll, B. Stamm)

A10375: Homogenization based incremental formulation for modeling large deforming heA10375: Homogenization based incremental formulation for modeling large deforming heA10375: Homogenization based incremental formulation for modeling large deforming heA10375: Homogenization based incremental formulation for modeling large deforming heterogeneous terogeneous terogeneous terogeneous

porous media porous media porous media porous media

Eduard Rohan, University of West Bohemia, Pilsen, Czech Republic

(V. Lukes)

S49 Damage and Failure Mechanics Location:

Chair: D. Rittel Amphi 1

A10556: Diffuse interface method: a new approach for modeling of fractA10556: Diffuse interface method: a new approach for modeling of fractA10556: Diffuse interface method: a new approach for modeling of fractA10556: Diffuse interface method: a new approach for modeling of fracture and fragmentation ure and fragmentation ure and fragmentation ure and fragmentation

Nicolas Favrie, Aix-Marseille Université, UMR CNRS 7343, IUSTI, Marseille, France

(S. Gavrilyuk)

A10401: Dynamic response of porous ductile materials subjected to steady shock waves A10401: Dynamic response of porous ductile materials subjected to steady shock waves A10401: Dynamic response of porous ductile materials subjected to steady shock waves A10401: Dynamic response of porous ductile materials subjected to steady shock waves

Christophe Czarnota, Université de Lorraine, LEM3, UMR7239 Metz, France

(A. Molinari, S. Mercier)

A10330: Constitutive behaviour of porous material containing spheroidal voids under dynamic loading A10330: Constitutive behaviour of porous material containing spheroidal voids under dynamic loading A10330: Constitutive behaviour of porous material containing spheroidal voids under dynamic loading A10330: Constitutive behaviour of porous material containing spheroidal voids under dynamic loading

Cédric Sartori, Université de Lorraine, LEM3, UMR7239 Metz, France

(S. Mercier, N. Jacques, A. Molinari)

A10176: Some remarks on the effects of inertia and viscous dissipation in the onset of cavitation in A10176: Some remarks on the effects of inertia and viscous dissipation in the onset of cavitation in A10176: Some remarks on the effects of inertia and viscous dissipation in the onset of cavitation in A10176: Some remarks on the effects of inertia and viscous dissipation in the onset of cavitation in

rubber rubber rubber rubber

58

Aranda-Iglesias Damian, Department of Continuum Mechanics and Structural Analysis, University

Carlos III of Madrid, Spain

(A. Kumar, O. Lopez-Pamies)

A10271: Investigation of relationship between quasiA10271: Investigation of relationship between quasiA10271: Investigation of relationship between quasiA10271: Investigation of relationship between quasi----fragile fracture process and aggregate size/shape fragile fracture process and aggregate size/shape fragile fracture process and aggregate size/shape fragile fracture process and aggregate size/shape

distribution in concrete through discrete element methoddistribution in concrete through discrete element methoddistribution in concrete through discrete element methoddistribution in concrete through discrete element method

Ran Zhu, Ecole Centrale de Nantes, Institut de Recherche en Génie Civil et Mécanique, France

(S.Y. Alam, Z. Yin, A. Loukili)


Chairs: N. Challamel & D. Zorica Room 119

A10483: LateralA10483: LateralA10483: LateralA10483: Lateral----torsional buckling of depthtorsional buckling of depthtorsional buckling of depthtorsional buckling of depth----tapered doubly symmetric Itapered doubly symmetric Itapered doubly symmetric Itapered doubly symmetric I----section beamsection beamsection beamsection beam----columns columns columns columns –––– A A A A

Hencky barHencky barHencky barHencky bar----chain model chain model chain model chain model

Anísio Andrade, University of Coimbra, Portugal

(F. Cabrera, N. Challamel, P. Providência, D. Camotim)

A10325: Postbuckling and failureA10325: Postbuckling and failureA10325: Postbuckling and failureA10325: Postbuckling and failure of compressed channel section column with BVID of compressed channel section column with BVID of compressed channel section column with BVID of compressed channel section column with BVID

Tomasz Kubiak, Lodz University of Technology, Department of Strength of Materials, Poland

(A. Gliszczynski, P. Czapski)

A10420: Local and global buckling analysis of sandwich columns with transverse reinforA10420: Local and global buckling analysis of sandwich columns with transverse reinforA10420: Local and global buckling analysis of sandwich columns with transverse reinforA10420: Local and global buckling analysis of sandwich columns with transverse reinforcementscementscementscements

Philippe Le Grognec, Mines Douai - Polymers and Composites Technology & Mechanical Engineering

Department, France

(V.D. Do, K. Sad Saoud)

A10500: A Sublaminate Generalized Unified Formulation for buckling and wrinkling and sandwich plates A10500: A Sublaminate Generalized Unified Formulation for buckling and wrinkling and sandwich plates A10500: A Sublaminate Generalized Unified Formulation for buckling and wrinkling and sandwich plates A10500: A Sublaminate Generalized Unified Formulation for buckling and wrinkling and sandwich plates

Michele D'Ottavio, LEME EA4416, Université Paris Ouest, France

(R. Vescovini, L. Dozio, O. Polit)

A10393: Experimental and numerical study of the behavior of deep beams reinforced with the GFRP A10393: Experimental and numerical study of the behavior of deep beams reinforced with the GFRP A10393: Experimental and numerical study of the behavior of deep beams reinforced with the GFRP A10393: Experimental and numerical study of the behavior of deep beams reinforced with the GFRP

composite materialscomposite materialscomposite materialscomposite materials

Messaouda Boumaaza, Laboratoire de Génie Civil & Hydraulique (LGCH), Guelma, Algeria

(A. Bezazi, H. Bouchelaghem, N. Benzannache, S. Amziane, F. Scarpa)


Chairs: C. Hellmich & B. Pichler Room 117

A10318: Stress fields of an eccentric parallelepipedal inclusion in a long elastic cylinder A10318: Stress fields of an eccentric parallelepipedal inclusion in a long elastic cylinder A10318: Stress fields of an eccentric parallelepipedal inclusion in a long elastic cylinder A10318: Stress fields of an eccentric parallelepipedal inclusion in a long elastic cylinder

Stanislas Andreevich Krasnitcky, St. Petersburg State Polytechnical University, Russia

(A.M. Smirov, M.Yu. Gutkin)

A10470: Influence of Mesoscale Heterogeneities A10470: Influence of Mesoscale Heterogeneities A10470: Influence of Mesoscale Heterogeneities A10470: Influence of Mesoscale Heterogeneities on Calcium Leaching Kinetics and Effective Properties on Calcium Leaching Kinetics and Effective Properties on Calcium Leaching Kinetics and Effective Properties on Calcium Leaching Kinetics and Effective Properties

of Mortars of Mortars of Mortars of Mortars

Suresh Seetharam, Belgian Nuclear Research Centre, Boeretang, Mol, Belgium

(R. A. Patel, J. Perko, D. Jacques)

A10575: Stiffness, Strength, and DuctilityStiffness, Strength, and DuctilityStiffness, Strength, and DuctilityStiffness, Strength, and Ductility----Based Evaluation of Asphalt BindersBased Evaluation of Asphalt BindersBased Evaluation of Asphalt BindersBased Evaluation of Asphalt Binders for Intermediate for Intermediate for Intermediate for Intermediate

Temperature PerformanceTemperature PerformanceTemperature PerformanceTemperature Performance

Ramez Hajj, University of Texas, Austin, U.S.A.

(A.Bhasin)

A10410: Elastic properties of hexagonal diatomic sheets through molecular mechanics and discrete A10410: Elastic properties of hexagonal diatomic sheets through molecular mechanics and discrete A10410: Elastic properties of hexagonal diatomic sheets through molecular mechanics and discrete A10410: Elastic properties of hexagonal diatomic sheets through molecular mechanics and discrete

homogenization homogenization homogenization homogenization

59

Ginevra Salerno, Modelling and Simulation Lab (LaMS), university Roma Tre, Italy

(N. Luigi Rizzi, A. Genoese)

S52 Stability of Confined Structures Location:

Chair: F. Bumbieler Room 118

A10161: Effect of foam thermal insulation layer on the buckling of pressurized thinwalled cylindeA10161: Effect of foam thermal insulation layer on the buckling of pressurized thinwalled cylindeA10161: Effect of foam thermal insulation layer on the buckling of pressurized thinwalled cylindeA10161: Effect of foam thermal insulation layer on the buckling of pressurized thinwalled cylinders rs rs rs

under bending or shear loading: space launchers application under bending or shear loading: space launchers application under bending or shear loading: space launchers application under bending or shear loading: space launchers application

Huu Viet Tran, INSA de Lyon, France

(J.F. Pellicia, F. Marteau, A. Limam)

A10532: Mechnical behavior of grouted concrete linings in the Callovo Oxfordian claystone A10532: Mechnical behavior of grouted concrete linings in the Callovo Oxfordian claystone A10532: Mechnical behavior of grouted concrete linings in the Callovo Oxfordian claystone A10532: Mechnical behavior of grouted concrete linings in the Callovo Oxfordian claystone

Jad Zghondi, Andra R&D Meuse/Haute-Marne Underground Research Laboratory, France

(G. Armand)

A10106: Local or total confinement effects on the buckling and postA10106: Local or total confinement effects on the buckling and postA10106: Local or total confinement effects on the buckling and postA10106: Local or total confinement effects on the buckling and post----buckling of cylindrical shells buckling of cylindrical shells buckling of cylindrical shells buckling of cylindrical shells

subjected to external pressure loading: Experiments and simulations subjected to external pressure loading: Experiments and simulations subjected to external pressure loading: Experiments and simulations subjected to external pressure loading: Experiments and simulations

Ali Limam, INSA de Lyon, France

(T.N. Nguyen, F. Bumbieler)

A10504: Confinement effect on the buckling of thinA10504: Confinement effect on the buckling of thinA10504: Confinement effect on the buckling of thinA10504: Confinement effect on the buckling of thin----walled cylinder subjected to axial compression walled cylinder subjected to axial compression walled cylinder subjected to axial compression walled cylinder subjected to axial compression

Ali Limam, INSA Lyon, France

(M. Caudron, C. Mathon)

A10136: Strengthening of circular and square hollow steel tubes under axial compression using CFRPA10136: Strengthening of circular and square hollow steel tubes under axial compression using CFRPA10136: Strengthening of circular and square hollow steel tubes under axial compression using CFRPA10136: Strengthening of circular and square hollow steel tubes under axial compression using CFRP----

Jacketing Jacketing Jacketing Jacketing

Themistoklis Tsalkatidis, Department of Mathematical Sciences and Technology, Norwegian University

of Life Sciences, Norway

(P. Verleysen, L.A.I. Kestens)

S53 Generalized Granular Mechanics Location:

Chair: E. C. Aifantis & Y. F. Dafalias Room 116

A10437: Material instability and gradientA10437: Material instability and gradientA10437: Material instability and gradientA10437: Material instability and gradient----regularization of the "mu(I)" model of granular flow regularization of the "mu(I)" model of granular flow regularization of the "mu(I)" model of granular flow regularization of the "mu(I)" model of granular flow

Joe Goddard, University of California, San Diego, USA

(J. Lee, J. McElwaine)

A10502: Key role of wall roughness in sheared granular materials A10502: Key role of wall roughness in sheared granular materials A10502: Key role of wall roughness in sheared granular materials A10502: Key role of wall roughness in sheared granular materials

Paul Schuhmacher, LMGC, University of Montpellier, France

(F. Radjai, S. Roux)

A10327: Compaction of Iron Powders into Bulk Discs by High Pressure TorsionA10327: Compaction of Iron Powders into Bulk Discs by High Pressure TorsionA10327: Compaction of Iron Powders into Bulk Discs by High Pressure TorsionA10327: Compaction of Iron Powders into Bulk Discs by High Pressure Torsion

Yajun Zhao, Laboratory of Excellence on Design of Alloy Metals for low-mAss Structures (DAMAS),

Université de Lorraine, France

(L.S. Toth, R. Massion)

S54 Laterites / Clayey Soils Location:

Chair: A. Pantet Room 201

A10115: Penetration reA10115: Penetration reA10115: Penetration reA10115: Penetration resistance calculation of compacted finesistance calculation of compacted finesistance calculation of compacted finesistance calculation of compacted fine----grained clay using spherical cavity grained clay using spherical cavity grained clay using spherical cavity grained clay using spherical cavity

expansion theory and calibration with miniature penetrometer tests expansion theory and calibration with miniature penetrometer tests expansion theory and calibration with miniature penetrometer tests expansion theory and calibration with miniature penetrometer tests

Bai Wei, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and

Soil Mechanics, Chinese Academy of Sciences, China

(L. W. Kong, C. Chen and R. B. Lin)

60

A10274: Laboratory study of the mechanical behavior of lateritic soils in triaxial cell A10274: Laboratory study of the mechanical behavior of lateritic soils in triaxial cell A10274: Laboratory study of the mechanical behavior of lateritic soils in triaxial cell A10274: Laboratory study of the mechanical behavior of lateritic soils in triaxial cell

Emmanuel Mengue, CNAM Paris, France

(V. Merrien-Soukatchoff, H. Mroueh, L. Lancelot)

A10275: A10275: A10275: A10275: Mechanical characterization of soils treated with road hydraulic binder Mechanical characterization of soils treated with road hydraulic binder Mechanical characterization of soils treated with road hydraulic binder Mechanical characterization of soils treated with road hydraulic binder

Yvette Tankpinou Kiki, I2M Bordeaux, France

(N. Saiyouri, R. Fabre)

A10280: Activation of clay materials by flash calcination: application to hydraulic binder A10280: Activation of clay materials by flash calcination: application to hydraulic binder A10280: Activation of clay materials by flash calcination: application to hydraulic binder A10280: Activation of clay materials by flash calcination: application to hydraulic binder

Amandine Rojo, Université de Rennes 1, France

(A. Phelipot-Mardelé, C. Lanos, L. Molez)

6:45 pm – 7:00 pm Buses to Pont-à-Mousson– Cathédrale de Metz

7:30 pm – 11:00 pm Banquet/Concert – Abbaye des Prémontrés

62

Thursday, October 27, 2016 Maître de Cérémonie

Matthieu Vandamme Researcher & Assistant Professor

Matthieu Vandamme received his Ph.D. from the Civil and Environmental Engineering department at MIT (Cambridge, MA) in 2008, for a study of the creep properties of cementitious materials by nanoindentation. He is also engineer from Ecole Polytechnique (France) and from École Nationale des Ponts et Chaussées (France), and received an M.S. in solid mechanics from École Nationale des Ponts et Chaussées in 2002. He was awarded the 2016 EMI Leonardo da Vinci Award. Since 2008, he has been working at Laboratoire Navier (ENPC, CNRS, IFSTTAR) at École Nationale des Ponts et Chaussées. He performs Materials Science applied to materials relevant for Civil and Petroleum Engineering (i.e., cementitious materials, coal, clay-based materials…). More precisely, his main interest lies in the mechanics and physics of porous solids. More information can be found at: http://navier.enpc.fr/~vandamme

Ecole Nationale des Ponts et Chaussées, Laboratoire Navier – CNRS UMR 8205

63



Muhammad R. HAJJ Virginia Tech, USA

Muhammad R. Hajj is a Professor of Biomedical Engineering and Mechanics and the Associate Dean of the Graduate School at Virginia Tech. He is also the Director of the Center for Energy Harvesting Materials and Systems (CEHMS). This center is a consortium of major research universities, industry partners and commercial and government organizations and is sponsored through the National Science Foundation Industry/University Cooperative Research Centers (I/UCRC) program with the aim of developing interdisciplinary strengths in science and technology issues related to the sustainable development of energy solutions. He has advised 22 PhD students to completion and is currently advising six PhD students. He has given keynote and invited lectures at several international workshops and conferences. Dr. Hajj is a Fellow of the Engineering Mechanics Institute. Dr. Hajj received a B. Eng. degree (with distinction) from the American University of Beirut in 1983. He received a M.Sc. and Ph.D. degrees from the University of Texas at Austin in 1985 and 1990. He joined Virginia Tech in 1992 after spending two years as a Postdoctoral Scholar at the University of Texas at Austin.

Nonlinear Dynamics of Piezoelectric Energy Harvesters of Aeroelastic and Ambient Vibrations

In general, ambient and aeroelastic vibrations are undesirable. On the other hand, they have been considered as energy sources that can be harvested and used to operate low-power consumption devices, such as sensors and actuators or replace small batteries that have a finite life span or would require hard and expensive maintenance. Of the different options, which include electromagnetic, electrostatic, and piezoelectric transduction, the piezoelectric one has received significant consideration because of its capability to harvest energy over a wide range of frequencies, its ease of application, and integration in a small volume.

In this talk, we show that nonlinear response behaviors can be exploited to harvest energy effectively from different systems. After presenting shortcomings of harvesting energy from vortex-induced vibrations, galloping structures and fluttering wings, we show how aerodynamically induced large deformations reduce the flutter speed of a cantilever beam. Particularly, in an experimental setup, we subject a flexible composite beam, held at static angle of attack at the beam root, to airflow. This setup has the advantage of dispensing of the secondary structure needed to induce the beam vibration as in previous setups. By setting the beam at a non-zero angle of attack, it is subjected to a differential aerodynamic loading, which results in a uniform static deflection. When this deflection is large enough, the geometric nonlinearities affect the beam's stiffness and induce a change in its natural frequencies, which, in turn cause the torsional and second bending frequencies to coalesce. This coalescence results in self-induced flutter of the beam. Beyond this bifurcation, the combination of the static deflection and geometric and aerodynamic nonlinearities causes sustained limit-cycle oscillations that can be efficiently exploited for energy harvesting. We also present new structural concepts where nonlinearities have been exploited for the purpose of harvesting ambient energy from a broad range of frequencies.

64



Fabio NOBILE MATHICSE – CSQI, Ecole Polytechnique Fédérale de Lausanne, Switzerland Fabio Nobile is associate professor in Mathematics at the Ecole Polytechique Federale de Lausanne, Switzerland, since 2011. Previously he has been assistant professor in numerical analysis at Politecnico di Milano. He graduated in electronic engineering at Politecnico di Milano in 1998; PhD in Applied Mathematics at EPFL in 2001; 2 years post-doc position (ICES fellowship) at ICES, University of Texas at Austin. Invited speaker to several international conferences and workshops, including the 7th European Congress of Mathematics 7ECM in 2016. Co-Chair and main organizer of the SIAM UQ16 conference, EPFL. Awarded the second prize at the 12th Leslie Fox Prize in 2005. He is author of more than 60 publications on international journals. He is member of the editorial board of 4 international journals. His main research activity is in numerical approximation of PDEs with stochastic coefficients, sparse approximation techniques, numerical solution of fluid-structure interaction problems, simulation of the cardiovascular system.

Stochastic collocation methods for PDEs with random coefficients

Partial differential equations with random coefficients and input data (random PDEs in short) arise in many applications in which the data of the PDE need be described in terms of random variables/fields due either to a lack of knowledge of the system or to its inherent non-predictability. It has been shown that the dependence of the solution to the random parameters can be effectively approximated by carefully chosen multivariate polynomials (generalized polynomial chaos - gPC - expansion) even in high dimension for certain classes of problems. In this talk we present ways to build gPC approximations based on evaluations of the PDE on deterministic or random collocation points in parameter space, which require therefore only parallel calls to a black-box solver. We discuss, in particular, the construction of collocation schemes suitable for distributed random fields and infinite dimensional probability spaces. We will also discuss how these collocation schemes in parameter space, can be optimally combined with hierarchical spatial/temporal discretizations of the underlying PDE to considerably reduce the overall computational cost for a given accuracy level.

66


Thurday, October 27, 2016


S66S66S66S66 Modeling of SPD materials

Chair I. Beyerlein

MS MS MS MS Damage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic ResponseDamage and Failure Mechanics: from Microstructure to Macroscopic Response

S59S59S59S59 S69S69S69S69

Chair S. Osovski Chair J. A. Rodriguez-Martinez

MS MS MS MS Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty,Nonlinear Dynamics, Uncertainty, Stochastic Perspective, Stochastic Perspective, Stochastic Perspective, Stochastic Perspective, Computational MethodsComputational MethodsComputational MethodsComputational Methods

S56S56S56S56 Recent Advances in Nonlinear Dynamics and Control: A Stochastic Perspective

Chair M. Beer

MS Soil Based ConcreteMS Soil Based ConcreteMS Soil Based ConcreteMS Soil Based Concrete

S61S61S61S61 Earth concrete S73S73S73S73 Raw earth

Chairs N. Saiyouri & S. Taibi Chairs N. Saiyouri & D. Gallipoli

MS MS MS MS DurabilityDurabilityDurabilityDurability and Multifield Analysis of Composite Materials and Structuresand Multifield Analysis of Composite Materials and Structuresand Multifield Analysis of Composite Materials and Structuresand Multifield Analysis of Composite Materials and Structures

S63S63S63S63 S75S75S75S75

Chair S. Belouettar Chair E. M. Daya


S58S58S58S58 S68S68S68S68

Chair A. T. Akono Chair B. Pichler

MS MS MS MS Cementitious Materials: Experiments and Cementitious Materials: Experiments and Cementitious Materials: Experiments and Cementitious Materials: Experiments and Modeling Across the Scales / StModeling Across the Scales / StModeling Across the Scales / StModeling Across the Scales / Strrrructural Materialsuctural Materialsuctural Materialsuctural Materials

S71S71S71S71

Chairs G. Meschke & B. Pichler


S60S60S60S60 S70S70S70S70

Chairs A. Wadee & T. Kubiak Chairs A. Wadee & V. A. Eremeyev

67

MS MS MS MS Multiscale and Multiphysics Multiscale and Multiphysics Multiscale and Multiphysics Multiscale and Multiphysics Approaches in GeomechanicsApproaches in GeomechanicsApproaches in GeomechanicsApproaches in Geomechanics

S57S57S57S57 S67S67S67S67

Chair N. P. Kruyt Chair F. Nicot

MS MS MS MS Laterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering ApplicationsLaterites / Clayey Soils for Civil Engineering Applications

S72S72S72S72

Chair N. Saiyouri

MS MS MS MS Rheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable EnergyRheology and complex fluids / Marine Renewable Energy

S64 S64 S64 S64

Chairs F. Pignon & S. Guillou

MS MS MS MS Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing of Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing of Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing of Applied / Computational / Experimental Structural Mechanics, Dynamics, Modeling and Testing of

InfrastructureInfrastructureInfrastructureInfrastructure

S62S62S62S62 S74S74S74S74

Chair A. Pantet Chair Ramesh B. Malla

68

8:00 am – 12:00 am Registration – l’Atrium/UFR DEA


8:30 am – 9:35 am


9:35 am – 10:40 am



11:00 am – 12:30 pm

Parallel Sessions (S56-S64) – Rooms & Amphis/UFR DEA &UFR ALL

S56 Recent Advances in Nonlinear Dynamics and Control: A Stochastic Perspective

Location:

Chair: M. Beer Room 120

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10368: Some observations on the approximations of the Wiener path integral technique A10368: Some observations on the approximations of the Wiener path integral technique A10368: Some observations on the approximations of the Wiener path integral technique A10368: Some observations on the approximations of the Wiener path integral technique

Antonios Meimaris, Department of Mathematical Sciences and Institute for Risk and Uncertainty,

University of Liverpool, UK

(I.A. Kougioumtzoglou, A.A. Pantelous)

A10155A10155A10155A10155: Stationary and Oscillatory Probability Densities in Rotor and Vehicle Dynamics : Stationary and Oscillatory Probability Densities in Rotor and Vehicle Dynamics : Stationary and Oscillatory Probability Densities in Rotor and Vehicle Dynamics : Stationary and Oscillatory Probability Densities in Rotor and Vehicle Dynamics

Walter V. Wedig, KIT-University of Karlsruhe, Germany

A10243: Physical based model of offshore pipelines subjected to ice gouging events A10243: Physical based model of offshore pipelines subjected to ice gouging events A10243: Physical based model of offshore pipelines subjected to ice gouging events A10243: Physical based model of offshore pipelines subjected to ice gouging events

Dominic C. Calleja, University of Liverpool, UK

(E. Patelli)

A10335: Analysis of the longA10335: Analysis of the longA10335: Analysis of the longA10335: Analysis of the long----term track geometry evolution thanks to dynamic modelling and time term track geometry evolution thanks to dynamic modelling and time term track geometry evolution thanks to dynamic modelling and time term track geometry evolution thanks to dynamic modelling and time

series series series series

Christine Funfschilling, SNCF, France

(G. Perrin)

A10440: Dynamics of Infinite Beams on a Periodical FoundatA10440: Dynamics of Infinite Beams on a Periodical FoundatA10440: Dynamics of Infinite Beams on a Periodical FoundatA10440: Dynamics of Infinite Beams on a Periodical Foundation: an Analytical Approach ion: an Analytical Approach ion: an Analytical Approach ion: an Analytical Approach

Tien Hoang, Laboratoire Navier, Ecole des Ponts ParisTech, France

(D. Duhamel, G. Foret, J.L. Pochet, P. Joyez, R. Caby)


Chairs: N. P. Kruyt Room 117

A10209: Microscale investigation of clay particle orientation on different stress paths A10209: Microscale investigation of clay particle orientation on different stress paths A10209: Microscale investigation of clay particle orientation on different stress paths A10209: Microscale investigation of clay particle orientation on different stress paths

Qianfeng Gao, Université de Lorraine, France

(M. Hattab, J.M. Fleureau, L.Ighil Ameur)

A10247: Simulations from element validation to geotechnical structures withA10247: Simulations from element validation to geotechnical structures withA10247: Simulations from element validation to geotechnical structures withA10247: Simulations from element validation to geotechnical structures within the framework of in the framework of in the framework of in the framework of

Cosserat theory Cosserat theory Cosserat theory Cosserat theory

Jiangxin Liu, Ecole Centrale de Nantes, France

(Z. Yin, P.Y. Hicher)

A10357: MicroA10357: MicroA10357: MicroA10357: Micro----macromacromacromacro----mechanical study of a clayey rock on dryingmechanical study of a clayey rock on dryingmechanical study of a clayey rock on dryingmechanical study of a clayey rock on drying----wetting path wetting path wetting path wetting path

Xin Wei, École normale supérieure de Cachan, Université Paris-Saclay, France

(M. Duc, M. Hattab, T. Reuschlé, S. Taibi, J.M. Fleureau)

69

A10436: Crack propagation law of compacted expansive soil with various original compactness and A10436: Crack propagation law of compacted expansive soil with various original compactness and A10436: Crack propagation law of compacted expansive soil with various original compactness and A10436: Crack propagation law of compacted expansive soil with various original compactness and

water content water content water content water content

Liu Guanshi, Institute of rock and soil mechanics, Chinese academy of sciences, Wuhan, China

(Y. Chen, M. Xiao)

A10429: Comparative study of anionic and cationic diffusion in cement paste using migration tests and A10429: Comparative study of anionic and cationic diffusion in cement paste using migration tests and A10429: Comparative study of anionic and cationic diffusion in cement paste using migration tests and A10429: Comparative study of anionic and cationic diffusion in cement paste using migration tests and

multiscale approach multiscale approach multiscale approach multiscale approach

Thomas Sanchez, Lasie - University of La Rochelle, France

(P. Henocq, O. Millet, A. Aït-Mokhtar, A. Hamami)


Chair: A. T. Akono Room 202

A10456: Sensitivity to perturbation and creep or relaxation of model granular materials: a preliminary A10456: Sensitivity to perturbation and creep or relaxation of model granular materials: a preliminary A10456: Sensitivity to perturbation and creep or relaxation of model granular materials: a preliminary A10456: Sensitivity to perturbation and creep or relaxation of model granular materials: a preliminary

DEM sDEM sDEM sDEM study tudy tudy tudy

Jean-Noël Roux, Université Paris Est, Laboratoire Navier, France

(H. Khalili, J.M. Pereira, S. Brisard, M. Bornert)

A10459: New approach for 1D and 3D modeling of timeA10459: New approach for 1D and 3D modeling of timeA10459: New approach for 1D and 3D modeling of timeA10459: New approach for 1D and 3D modeling of time----dependent behavior of geomaterials dependent behavior of geomaterials dependent behavior of geomaterials dependent behavior of geomaterials

Teruo Nakai, Geo-Research Institute & Chubu University, Japan

(H. Md. Shahin, H. Kyokawa)

A10138: Modelling LongA10138: Modelling LongA10138: Modelling LongA10138: Modelling Long----term Relaxation of Metal Seals for Transport and Storage Casks term Relaxation of Metal Seals for Transport and Storage Casks term Relaxation of Metal Seals for Transport and Storage Casks term Relaxation of Metal Seals for Transport and Storage Casks

Linan Qiao, BAM, Division 3.4, Germany

(U. Zencker, U. Herbrich, S. Nagelschmidt, H. Völzke)

A1022: Relaxation testing of A1022: Relaxation testing of A1022: Relaxation testing of A1022: Relaxation testing of concrete under different levels of compressive strains concrete under different levels of compressive strains concrete under different levels of compressive strains concrete under different levels of compressive strains

Ehab Hamed, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental

Engineering, The University of New South Wales, UNSW Sydney, Australia


Location:

Chair: S. Osovski Amphi 3

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10338: A porous brittle damage material model with distributed frictionalA10338: A porous brittle damage material model with distributed frictionalA10338: A porous brittle damage material model with distributed frictionalA10338: A porous brittle damage material model with distributed frictional----cohesive cohesive cohesive cohesive

faults faults faults faults

Anna Pandolfi, Politecnico di Milano, Italy

(M.L. De Bellis, G.Della Vecchia, M. Ortiz)

A10298: A four phases model for the analysis of the failure mechanism of recycled concrete A10298: A four phases model for the analysis of the failure mechanism of recycled concrete A10298: A four phases model for the analysis of the failure mechanism of recycled concrete A10298: A four phases model for the analysis of the failure mechanism of recycled concrete

Frédéric Grondin, Institut de Recherche en Génie Civil et Mécanique, UMR-CNRS 6183, Ecole Centrale

de Nantes, France

(M. Guo, A. Loukili)

A10226: Micromechanical approach to cement paste postA10226: Micromechanical approach to cement paste postA10226: Micromechanical approach to cement paste postA10226: Micromechanical approach to cement paste post----peak behavior peak behavior peak behavior peak behavior

Laurent Charpin, EDF R&D MMC, France

(G. Guenoun, J. Sanahuja)

A10444: A twoA10444: A twoA10444: A twoA10444: A two----scale approach for dynamic brittle failure scale approach for dynamic brittle failure scale approach for dynamic brittle failure scale approach for dynamic brittle failure

Cristian Dascalu, Université de Lorraine, LEM3, UMR7239 Metz, France

70


Chairs: A. Wadee & T. Kubiak Amphi 1

MiniMiniMiniMini----keynote: keynote: keynote: keynote: A10418: Mode jumping and snaking in prestressed stayed columns A10418: Mode jumping and snaking in prestressed stayed columns A10418: Mode jumping and snaking in prestressed stayed columns A10418: Mode jumping and snaking in prestressed stayed columns

Ahmer Wadee, Imperial College London, UK

(J. Yu)

A10210: Stability analysis of doubly curved roof panels using moving kriging based element free A10210: Stability analysis of doubly curved roof panels using moving kriging based element free A10210: Stability analysis of doubly curved roof panels using moving kriging based element free A10210: Stability analysis of doubly curved roof panels using moving kriging based element free Galerkin

method

Gaurav Watts, Department of Applied Mechanics, Indian Institute of Technology Delhi, New Delhi, India

(S. Pradyumna, M.K. Singha)

A10213: Experimental Investigation of the stability and failure of sandwich struts with functionally A10213: Experimental Investigation of the stability and failure of sandwich struts with functionally A10213: Experimental Investigation of the stability and failure of sandwich struts with functionally A10213: Experimental Investigation of the stability and failure of sandwich struts with functionally

graded cores comprising steel hollow spheres graded cores comprising steel hollow spheres graded cores comprising steel hollow spheres graded cores comprising steel hollow spheres

Stylianos Yiatros, Cranfield University, UK

(F.P. Brennan)

A10317: Buckling of axially compressed FML open cA10317: Buckling of axially compressed FML open cA10317: Buckling of axially compressed FML open cA10317: Buckling of axially compressed FML open crossrossrossross----section profiles: experimental and numerical section profiles: experimental and numerical section profiles: experimental and numerical section profiles: experimental and numerical

investigation investigation investigation investigation

Radoslaw Mania and Zbigniew Kolakowski, Lodz University of Technology, Poland

S61 Earth concrete Location:

Chairs: N. Saiyouri & S. Taibi Room 116

A10442: Study the proportionA10442: Study the proportionA10442: Study the proportionA10442: Study the proportion of fines and shives affecting on tof fines and shives affecting on tof fines and shives affecting on tof fines and shives affecting on the formulation of soil concretehe formulation of soil concretehe formulation of soil concretehe formulation of soil concrete

Chinh Duc Ngo, University of Bordeaux, I2M, Departement GCE, France

(N. Saiyouri, Z.M. Sbartai)

A10339: Interaction EarthA10339: Interaction EarthA10339: Interaction EarthA10339: Interaction Earth----Steel. Application to a raw earth concrete. Steel. Application to a raw earth concrete. Steel. Application to a raw earth concrete. Steel. Application to a raw earth concrete.

Joanna Eid, LOMC CNRS UMR 6294, France

(S. Taibi, A. Lefebvre, J.E. Dandjinou, B. Ait Saadi, H. Takenouti)

A10221: Formulating and optimising the compressive strength of a raw earth concrete by mixture A10221: Formulating and optimising the compressive strength of a raw earth concrete by mixture A10221: Formulating and optimising the compressive strength of a raw earth concrete by mixture A10221: Formulating and optimising the compressive strength of a raw earth concrete by mixture

design design design design

Saber Imanzadeh, Normandie Université, INSA de Rouen, LOFIMS, Saint-Étienne-duRouvray, France

(A. Hibouche, A. Jarno, S. Taibi)

A10299: From material properties to numerical simulation of heat and moisture transfer: the example of A10299: From material properties to numerical simulation of heat and moisture transfer: the example of A10299: From material properties to numerical simulation of heat and moisture transfer: the example of A10299: From material properties to numerical simulation of heat and moisture transfer: the example of

Cematerre, a poured raw earth concrete Cematerre, a poured raw earth concrete Cematerre, a poured raw earth concrete Cematerre, a poured raw earth concrete

Olivier Crumeyrolle, Normandie Université, Université du Havre, Laboratoire Ondes et Milieux

Complexes (LOMC, UMR CNRS 6294), Le Havre, France

(O. Leite Neto, A. Sy, A. Hibouche, S. Taibi)

S62 Modeling and Testing of Infrastructure Location:

Chair: A. Pantet Room 118

MiniMiniMiniMini----Keynote: Keynote: Keynote: Keynote: A10538: FiA10538: FiA10538: FiA10538: Field Testing and Modeling of Dynamic Response of a Truss Railroad Bridge eld Testing and Modeling of Dynamic Response of a Truss Railroad Bridge eld Testing and Modeling of Dynamic Response of a Truss Railroad Bridge eld Testing and Modeling of Dynamic Response of a Truss Railroad Bridge

under Various Train Loadsunder Various Train Loadsunder Various Train Loadsunder Various Train Loads

Ramesh B.Malla, Department of Civil and Environmental Engineering University of Connecticut Storrs,

USA

(S. Dhakal, S. Baniya, and D. Jacobs)

71

A10208: Sensitivity Analysis of Structural Members in a Building Structural System under Gravity Load A10208: Sensitivity Analysis of Structural Members in a Building Structural System under Gravity Load A10208: Sensitivity Analysis of Structural Members in a Building Structural System under Gravity Load A10208: Sensitivity Analysis of Structural Members in a Building Structural System under Gravity Load

Subhra De, Indian Institute of Technology, Kharagpur, India

(N. Dhang)

A10219: Surface deformations and failure mechanisms of deposit slope under seismiA10219: Surface deformations and failure mechanisms of deposit slope under seismiA10219: Surface deformations and failure mechanisms of deposit slope under seismiA10219: Surface deformations and failure mechanisms of deposit slope under seismic excitations c excitations c excitations c excitations

Zhi-liang Sun, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock

and Soil Mechanics,Chinese Academy of Sciences, Wuhan, Hubei, China

(L. Kong, A. Guo)

A10232: Damage analysis of geotextiles lying on granulA10232: Damage analysis of geotextiles lying on granulA10232: Damage analysis of geotextiles lying on granulA10232: Damage analysis of geotextiles lying on granular soil subjected to impact loading ar soil subjected to impact loading ar soil subjected to impact loading ar soil subjected to impact loading

Ehsan Izadi, Laboratory of Geotechnics, Ghent University, Belgium

(A. Bezuijen)

S63 Durability and Multifield Analysis of Composite Materials and Structures

Location:

Chair: S. Belouettar Room 119

A1A1A1A10189: Experimental observation and numerical simulation of aluminum foampolyurethane 0189: Experimental observation and numerical simulation of aluminum foampolyurethane 0189: Experimental observation and numerical simulation of aluminum foampolyurethane 0189: Experimental observation and numerical simulation of aluminum foampolyurethane

interpenetrating phase composites interpenetrating phase composites interpenetrating phase composites interpenetrating phase composites

Shaobo Liu, School of Civil Engineering, Southeast University, Nanjing 210096, China

(A. Li, P. Xuan)

A10263: Nonlinear thermoA10263: Nonlinear thermoA10263: Nonlinear thermoA10263: Nonlinear thermo----mechanicmechanicmechanicmechanical analysis of a reinforced concrete beam exposed to fire al analysis of a reinforced concrete beam exposed to fire al analysis of a reinforced concrete beam exposed to fire al analysis of a reinforced concrete beam exposed to fire

Hongrak Pak, Department of Civil Engineering, Hongik University, Republic of Korea

(J.W. Kang)

A10278: The composite interaction effect in steel frames with reinforced concrete infill walls A10278: The composite interaction effect in steel frames with reinforced concrete infill walls A10278: The composite interaction effect in steel frames with reinforced concrete infill walls A10278: The composite interaction effect in steel frames with reinforced concrete infill walls

Tzanetis Vogiatzis, School of Civil Engineering, Faculty of Engineering, Aristotle University, Greece

(A. Avdelas, T. Tsalkatidis)

A10296: Multiscale modelling for the fire resistance analysis of concrete containing microencapsulated A10296: Multiscale modelling for the fire resistance analysis of concrete containing microencapsulated A10296: Multiscale modelling for the fire resistance analysis of concrete containing microencapsulated A10296: Multiscale modelling for the fire resistance analysis of concrete containing microencapsulated

phase change materialphase change materialphase change materialphase change materials s s s

Siyimane Mohaine, Institut de Recherche en Génie Civil et Mécanique, UMR-CNRS 6183, Ecole Centrale

de Nantes, France

(M. Karkri, A. Loukili)

A10153: Towards an electrical monitoring of ball bearings A10153: Towards an electrical monitoring of ball bearings A10153: Towards an electrical monitoring of ball bearings A10153: Towards an electrical monitoring of ball bearings

Stéphanie Baudon, EREM, ZA Sud, Rue de la Sucrerie, France & UPJV-LTI, EA3899, France

(C. Machado, V. Bourny, R. Bouzerar, J. Fortin, O. Durand-Drouhin, P. Maier)

S64 Rheology and complex fluids / Marine Renewable Energy Location:

Chairs: F. Pignon & S. Guillou Room 201

A10281: Physical origin of A10281: Physical origin of A10281: Physical origin of A10281: Physical origin of the onset of Rayleighthe onset of Rayleighthe onset of Rayleighthe onset of Rayleigh----Bénard convection in viscoplastic fluids Bénard convection in viscoplastic fluids Bénard convection in viscoplastic fluids Bénard convection in viscoplastic fluids

Christel Metivier, LEMTA, France

(A. Mangin, Chong Li)

A10139: Flows of a viscoplastic fluid around a circular cylinder in interaction with a wall A10139: Flows of a viscoplastic fluid around a circular cylinder in interaction with a wall A10139: Flows of a viscoplastic fluid around a circular cylinder in interaction with a wall A10139: Flows of a viscoplastic fluid around a circular cylinder in interaction with a wall

Ziemihori Bourahima Ouattara, Laboratoire Rhéologie et Procédés, France

(P. Jay, A. Magnin)

72

A10372: Modelling turbulence with an Actuator Disk representing a tidal turbine A10372: Modelling turbulence with an Actuator Disk representing a tidal turbine A10372: Modelling turbulence with an Actuator Disk representing a tidal turbine A10372: Modelling turbulence with an Actuator Disk representing a tidal turbine

Sylvain Guillou, University of Caen, France

(V.T. Nguyen, J. Thiébot, A. Santa Cruz)

A10419: A comparison of sA10419: A comparison of sA10419: A comparison of sA10419: A comparison of synthetic turbulence generation methods ynthetic turbulence generation methods ynthetic turbulence generation methods ynthetic turbulence generation methods

Michael Togneri, Swansea University, UK

(I. Masters Ian, G. Pinon, C. Carlier)

A10455: Survivability of a OWC under extreme wave condition using SPH A10455: Survivability of a OWC under extreme wave condition using SPH A10455: Survivability of a OWC under extreme wave condition using SPH A10455: Survivability of a OWC under extreme wave condition using SPH

Gregory Pinon, Normandie Univ, UNIHAVRE, CNRS, LOMC, Le Havre, France

(X. Z. Lu, J.M. Cherfils, E. Rivoalen, J. Brossard)

A10449: Simulation of abdominal aortic aneurysms growth with mechanicalchemical model

Nenad Filipovic (Aleksandra Vulovic or Tijana Sustercic), Faculty of Engineering, University of

Kragujevac, Serbia

(A. Peulic, N. Mijailovic, I. Saveljic, Z. Milosevic, A. Vulovic, T. Sustercic, I. Koncar, L. Davidovic)


2:00 pm – 3:30 pm

Parallel Sessions (S65-S75)– Rooms & Amphis/UFR DEA

S66 Modeling of SPD materials Location:

Chair: I. Beyerlein Amphi 1

A10559: On the 2A10559: On the 2A10559: On the 2A10559: On the 2----State Model for SPD Materials: Gradient and Stochastic Effects State Model for SPD Materials: Gradient and Stochastic Effects State Model for SPD Materials: Gradient and Stochastic Effects State Model for SPD Materials: Gradient and Stochastic Effects

Elias C. Aifantis, Aristotle University, Thessaloniki, Greece

(A. Iliopoulos, A. Konstantinidis)

A10562: Strain hardeningA10562: Strain hardeningA10562: Strain hardeningA10562: Strain hardening in severe plastic deformation in severe plastic deformation in severe plastic deformation in severe plastic deformation

Laszlo S. Toth, Laboratory of Excellence on Design of Alloy Metals for low-mAss Structures

(DAMAS), Université de Lorraine, France Laboratoire d'Etude des Microstructures et de Mécanique

dIzardes Matériaux (LEM3), UMR 7239, CNRS / Université de Lorraine, Metz, France

A10421: TwoA10421: TwoA10421: TwoA10421: Two----step procedure for modelling of microstructural changes in SPD processes step procedure for modelling of microstructural changes in SPD processes step procedure for modelling of microstructural changes in SPD processes step procedure for modelling of microstructural changes in SPD processes

Katarzyna Kowalczyk-Gajewska, Institute of Fundamental Technological Research (IPPT), Poland

(K. Frydrych, S. Stupkiewicz, H. Petryk)

A10415: The use of MultiA10415: The use of MultiA10415: The use of MultiA10415: The use of Multi----ECAPECAPECAPECAP----Conform for the fabrication of Al rods with high strength and electrical Conform for the fabrication of Al rods with high strength and electrical Conform for the fabrication of Al rods with high strength and electrical Conform for the fabrication of Al rods with high strength and electrical

conductivity conductivity conductivity conductivity

Elvira I. Fakhretdinova, Ufa State Aviation Technical University , Ufa, Russia

(G.I. Raab, R. Z. Valiev)

A10577: EBSD data A10577: EBSD data A10577: EBSD data A10577: EBSD data analytics for quantification of UFG microstructuresanalytics for quantification of UFG microstructuresanalytics for quantification of UFG microstructuresanalytics for quantification of UFG microstructures

Marat I. Latypov, GT–CNRS UMI 2958, Georgia Tech Lorraine, Metz, France

(L. S. Toth, S. R. Kalidindi)


Chair: F. Nicot Room 117

A10195: Characterization of elastic properties of a remoulded clay under complex triaxial paths using A10195: Characterization of elastic properties of a remoulded clay under complex triaxial paths using A10195: Characterization of elastic properties of a remoulded clay under complex triaxial paths using A10195: Characterization of elastic properties of a remoulded clay under complex triaxial paths using

ultrasound propagations ultrasound propagations ultrasound propagations ultrasound propagations

Lamine Ighil Ameur, Laboratoire d'Etude des Microstructures et de Mécanique des Matériaux,

73

Université de Lorraine - CNRS UMR 7239, France

(G. Robin, M. Hattab)

A10383: Experimental and Numerical Investigation of Particle Breakage in Granular Material A10383: Experimental and Numerical Investigation of Particle Breakage in Granular Material A10383: Experimental and Numerical Investigation of Particle Breakage in Granular Material A10383: Experimental and Numerical Investigation of Particle Breakage in Granular Material

Yuqi Zhang, Université de Lorraine, LEM3, UMR7239 Metz, France

(A. Daouadji, E.M. Daya, M. Jrad)

A10394: Compaction and shearing of softA10394: Compaction and shearing of softA10394: Compaction and shearing of softA10394: Compaction and shearing of soft----particle granular media particle granular media particle granular media particle granular media

Nguyen Thanh Hai, LMGC - Université de Montpellier, France

(S. Nezamabadi, F. Radjai, J.-Y. Delenne)

A10362: Strain memory effect on cyclic stressA10362: Strain memory effect on cyclic stressA10362: Strain memory effect on cyclic stressA10362: Strain memory effect on cyclic stress----strain curves and simulations by two differstrain curves and simulations by two differstrain curves and simulations by two differstrain curves and simulations by two different cyclic ent cyclic ent cyclic ent cyclic

plastic models plastic models plastic models plastic models

Adel Belattar, AMC, Département des Sciences et Technologie,Tipaza, Algeria

(M. Kaloul, L. Taleb)


Chair: B. Pichler Room 202

A10270: A micromechanical investigA10270: A micromechanical investigA10270: A micromechanical investigA10270: A micromechanical investigation on the minimum creep rate of magnesium allow composites ation on the minimum creep rate of magnesium allow composites ation on the minimum creep rate of magnesium allow composites ation on the minimum creep rate of magnesium allow composites

Francis Lavergne, CEREMA/DTecITM, Provins, France

(J.F. Barthélémy, J. Sanahuja, A. Giraud)

A10345: LongA10345: LongA10345: LongA10345: Long----term Poisson’s ratio of concrete and longterm Poisson’s ratio of concrete and longterm Poisson’s ratio of concrete and longterm Poisson’s ratio of concrete and long----term creep mechanism of Cterm creep mechanism of Cterm creep mechanism of Cterm creep mechanism of C----SSSS----H particles H particles H particles H particles

Abudushalamu Aili, Université Paris-Est, IFSTTAR, 14 Boulevard Newton, F-77420 Champs-sur-Marne,

France

(M. Vandamme, J.M. Torrenti, B. Masson, J. Sanahuja)

A10438: Universal creep properties of hydrate needles explains macroscopic creep of cementitious A10438: Universal creep properties of hydrate needles explains macroscopic creep of cementitious A10438: Universal creep properties of hydrate needles explains macroscopic creep of cementitious A10438: Universal creep properties of hydrate needles explains macroscopic creep of cementitious

mmmmaterials aterials aterials aterials

Bernhard Pichler, TU Wien - Vienna University of Technology, Austria

(M. Königsberger, M. Irfan-ul-Hassan, C. Hellmich)

A10277: An efficient multiscale method for computing the effective viscoelastic response of short fiber A10277: An efficient multiscale method for computing the effective viscoelastic response of short fiber A10277: An efficient multiscale method for computing the effective viscoelastic response of short fiber A10277: An efficient multiscale method for computing the effective viscoelastic response of short fiber

reinforced thermoplasreinforced thermoplasreinforced thermoplasreinforced thermoplastics tics tics tics

Jonathan Köbler, Fraunhofer ITWM, Kaiserslautern, Department of Flow and Materials simulation,

Germany

(M. Schneider, H. Andrä)


Location:

Chair: J. A. Rodriguez-Martinez Amphi 3

A10185: GursonA10185: GursonA10185: GursonA10185: Gurson----type yield criteria for strain rate sensitive materials type yield criteria for strain rate sensitive materials type yield criteria for strain rate sensitive materials type yield criteria for strain rate sensitive materials

Vadillo Guadalupe, University Carlos III of Madrid, Spain

(J. Reboul Corpa)

A10289: Plastic yield criterion and hardening of porous single crystals A10289: Plastic yield criterion and hardening of porous single crystals A10289: Plastic yield criterion and hardening of porous single crystals A10289: Plastic yield criterion and hardening of porous single crystals

Joseph Paux, Institut D'Alembert, France

(R. Brenner, D. Kondo)

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A10379: Microstructural heterogeneity effects on damage resistance of 6xxx series Aluminium alloys A10379: Microstructural heterogeneity effects on damage resistance of 6xxx series Aluminium alloys A10379: Microstructural heterogeneity effects on damage resistance of 6xxx series Aluminium alloys A10379: Microstructural heterogeneity effects on damage resistance of 6xxx series Aluminium alloys

Florent Hannard, Université Catholique de Louvain – IMAP (iMMC), Belgium

(T. Pardoen, A. Simar, E. Maire, C. Le Bourlot)

A10294: Calculation of the effective damage properties of cementitious materials from microscale to A10294: Calculation of the effective damage properties of cementitious materials from microscale to A10294: Calculation of the effective damage properties of cementitious materials from microscale to A10294: Calculation of the effective damage properties of cementitious materials from microscale to

macroscale macroscale macroscale macroscale

Abderrahmane Rhardane, Institut de Recherche en Génie Civil et Mécanique, UMRCNRS 6183, Ecole

Centrale de Nantes, France

(S.Y. Alam)

A10207: A cohesive zone model for the characterization of the interfacial transition zoneA10207: A cohesive zone model for the characterization of the interfacial transition zoneA10207: A cohesive zone model for the characterization of the interfacial transition zoneA10207: A cohesive zone model for the characterization of the interfacial transition zone

(ITZ) between cement past and aggregates

Marie Salgues, Centre des Matériaux des Mines d'Alès C2MA, France

(E. Malachanne, M. Jebli, F. Jamin)


Chairs: A. Wadee & V. A. Eremeyev Room 203

A10172: Research activities using six DOF Shaking table and reactioA10172: Research activities using six DOF Shaking table and reactioA10172: Research activities using six DOF Shaking table and reactioA10172: Research activities using six DOF Shaking table and reaction wall testing techniques.n wall testing techniques.n wall testing techniques.n wall testing techniques.

Abdelhalim Airouche, CGS, Algeria

(B. Hakim, A. Hassan)

A10234: Steel structure behaviour prediction of ship hull under collision impact by larger shipA10234: Steel structure behaviour prediction of ship hull under collision impact by larger shipA10234: Steel structure behaviour prediction of ship hull under collision impact by larger shipA10234: Steel structure behaviour prediction of ship hull under collision impact by larger ship

Aditya Rio Prabowo, Interdisciplinary Program of Marine Convergence Design, Pukyong National

University, Republic of Korea

(D. M. Bae, J. Sohn, A. Fauzan Zakki, B. Cao)

A10479: Flutter of laminated composite panels subjected to nonA10479: Flutter of laminated composite panels subjected to nonA10479: Flutter of laminated composite panels subjected to nonA10479: Flutter of laminated composite panels subjected to non----uniform inuniform inuniform inuniform in----plane loading and thermal plane loading and thermal plane loading and thermal plane loading and thermal

condition condition condition condition

Pradyumna Sathyasimha, Indian Institute of Technology Delhi, India

(I. Kumar Sahu)

A10412: Static and dynamic stability of stiffened shear panels using finite element method A10412: Static and dynamic stability of stiffened shear panels using finite element method A10412: Static and dynamic stability of stiffened shear panels using finite element method A10412: Static and dynamic stability of stiffened shear panels using finite element method

Mehnaz Rasool, Indian Institute of Technology Delhi, India

(M. K. Singha)

A10537: Provisions for Design of Doubler Plates for BeamA10537: Provisions for Design of Doubler Plates for BeamA10537: Provisions for Design of Doubler Plates for BeamA10537: Provisions for Design of Doubler Plates for Beam Hinging in Steel MRF Hinging in Steel MRF Hinging in Steel MRF Hinging in Steel MRF

Arnav Anuj Kasar, Malaviya National Institute of Technology Jaipur, India

(S. D. Bharti, M. K. Shrimali, R. Goswami)


Chair: G. Meschke & B. Pichler Room 120

A10310: Misfit strain relaxation in the shell of a composite nanowire with a parallelepipedal core by A10310: Misfit strain relaxation in the shell of a composite nanowire with a parallelepipedal core by A10310: Misfit strain relaxation in the shell of a composite nanowire with a parallelepipedal core by A10310: Misfit strain relaxation in the shell of a composite nanowire with a parallelepipedal core by

generation of partial and perfect dislocation dipoles generation of partial and perfect dislocation dipoles generation of partial and perfect dislocation dipoles generation of partial and perfect dislocation dipoles

Andrei Smirnov, ITMO University, Russia

(S. A. Krasnitckii, M. Gutkin)

A10228: Characterizations nanocomposites to polymer matrix and reinforcements A10228: Characterizations nanocomposites to polymer matrix and reinforcements A10228: Characterizations nanocomposites to polymer matrix and reinforcements A10228: Characterizations nanocomposites to polymer matrix and reinforcements

montmorillonite/silica using the selfmontmorillonite/silica using the selfmontmorillonite/silica using the selfmontmorillonite/silica using the self----consistent approach micromechanical consistent approach micromechanical consistent approach micromechanical consistent approach micromechanical

Amar Mesbah, Université des Sciences et de la Technologie Houari Boumedien

(USTHB), Algeria

(K. Azouaoui, S.A. Kaoua, S. Boutaleb)

75

A10313: Micromecanichal modelling of stiffness and yield stress for particulate silica/polymer with an A10313: Micromecanichal modelling of stiffness and yield stress for particulate silica/polymer with an A10313: Micromecanichal modelling of stiffness and yield stress for particulate silica/polymer with an A10313: Micromecanichal modelling of stiffness and yield stress for particulate silica/polymer with an

inhomogeneous interphase inhomogeneous interphase inhomogeneous interphase inhomogeneous interphase

Salah Boutaleb, Université des Sciences et de la Technologie Houari Boumediene (USTHB), Algeria

(F. Zairi, M. Nait-Abdelaziz, J.M. Gloaguen, K. Azouaoui)

S72 Laterites / Clayey Soils Location:

Chair: N. Saiyouri Room 121

A10360: Effect of Microfabric on Shear Modulus and Damping ratio of Kaolin clay A10360: Effect of Microfabric on Shear Modulus and Damping ratio of Kaolin clay A10360: Effect of Microfabric on Shear Modulus and Damping ratio of Kaolin clay A10360: Effect of Microfabric on Shear Modulus and Damping ratio of Kaolin clay

Ajanta Sachan, Civil Engineering, Indian Institute of Technology Gandhinagar, India

(S. Pandya)

A10506: Improvement of geotechnical properties of some Niger highway lateritic soils with lime A10506: Improvement of geotechnical properties of some Niger highway lateritic soils with lime A10506: Improvement of geotechnical properties of some Niger highway lateritic soils with lime A10506: Improvement of geotechnical properties of some Niger highway lateritic soils with lime

Mahamadou Souley Issiakou, Institut de Mécanique et d'Ingénierie, France

(R. Fabre, N. Saiyouri, Y. Anguya, C. Gaborieau)

A10539: Laterite as a Sustainable Building Material in Developing Countries A10539: Laterite as a Sustainable Building Material in Developing Countries A10539: Laterite as a Sustainable Building Material in Developing Countries A10539: Laterite as a Sustainable Building Material in Developing Countries

A.K. Kasthurba, National Institute of Technology, Calicut, Kerala, India

A10423: Characterization of laterite materials for its use in the African habitat A10423: Characterization of laterite materials for its use in the African habitat A10423: Characterization of laterite materials for its use in the African habitat A10423: Characterization of laterite materials for its use in the African habitat

Abdou Lawane, LEMC, International Institute for Water and Environmental Engineering, Ouagadougou,

Burkina Faso.

(A. Pantet, R. Vinai, J.H. Thomassin)

S73 Raw earth Location:

Chairs: N. Saiyouri & D. Gallipoli Room 116

A10237: HygroA10237: HygroA10237: HygroA10237: Hygro----mechanical properties of stabilized and unstabilized raw earth materials mechanical properties of stabilized and unstabilized raw earth materials mechanical properties of stabilized and unstabilized raw earth materials mechanical properties of stabilized and unstabilized raw earth materials

Domenico Gallipoli, Université de Pau et des Pays de l'Adour, France

(A.W. Bruno, C. Perlot, J. Mendes)

A10118: Performance tests to assess the coating of plasters on vernacular earthen walls A10118: Performance tests to assess the coating of plasters on vernacular earthen walls A10118: Performance tests to assess the coating of plasters on vernacular earthen walls A10118: Performance tests to assess the coating of plasters on vernacular earthen walls

Erwan Hamard, IFSTTAR, France

(J.C. Morel)

A10426: Hierarchical Constitutive Model for Rammed Earth A10426: Hierarchical Constitutive Model for Rammed Earth A10426: Hierarchical Constitutive Model for Rammed Earth A10426: Hierarchical Constitutive Model for Rammed Earth

Adi Riyono Winarputro, LTDS, Ecole Centrale de Lyon, France

(E. Vincens, J.P. Plassiard)

A10395: Evaluation of mechanical properties of polymer concrete subjected to flexural tests using A10395: Evaluation of mechanical properties of polymer concrete subjected to flexural tests using A10395: Evaluation of mechanical properties of polymer concrete subjected to flexural tests using A10395: Evaluation of mechanical properties of polymer concrete subjected to flexural tests using

ANOVA statistical analysis ANOVA statistical analysis ANOVA statistical analysis ANOVA statistical analysis

Naziha Benzannache, Laboratoire de Génie Civil & Hydraulique LGCH, Université 8 Mai 1945 Guelma,

Algeria

(A. Bezazi, H. Bouchelaghem, M. Boumaaza, S. Amziane, F. Scarpa)

S74 Modeling and Testing of Infrastructure Location:

Chair: R. B. Malla Room 118

A10430: Soil behavior under foundations of very tall wind turbine A10430: Soil behavior under foundations of very tall wind turbine A10430: Soil behavior under foundations of very tall wind turbine A10430: Soil behavior under foundations of very tall wind turbine

Anne Pantet, Université du Havre, France

(S. Imanzadeh, S. Cuffel)

A10363: Potential Risks of Losing Stability of Transmission Towers Under Severe Vibrations of A10363: Potential Risks of Losing Stability of Transmission Towers Under Severe Vibrations of A10363: Potential Risks of Losing Stability of Transmission Towers Under Severe Vibrations of A10363: Potential Risks of Losing Stability of Transmission Towers Under Severe Vibrations of

Conductive Cables Conductive Cables Conductive Cables Conductive Cables

76

Mohamed I.S. Elmasry, Arab Academy for Science & Technology & Maritime Transport, Egypt

(E.M. El-Kassas, T.M. Ghazal)

A10388: Improving compressible soil response under vibrations from large wind mills rotaries A10388: Improving compressible soil response under vibrations from large wind mills rotaries A10388: Improving compressible soil response under vibrations from large wind mills rotaries A10388: Improving compressible soil response under vibrations from large wind mills rotaries

Mohamed I.S. Elmasry, Arab Academy for Science & Technology & Maritime Transport, Egypt

(T.M. Abdelaziz, H.M. Koheil)

A10541: Using improved harA10541: Using improved harA10541: Using improved harA10541: Using improved harmony search algorithm (IHAS) for optimal designing of tuned mass dampers mony search algorithm (IHAS) for optimal designing of tuned mass dampers mony search algorithm (IHAS) for optimal designing of tuned mass dampers mony search algorithm (IHAS) for optimal designing of tuned mass dampers

(TMD)(TMD)(TMD)(TMD)

Farzad Hatami, Amirkabir University of Technology (AUT), Tehran, Iran

(H. Saberi Hoseinabad, A. Rahai)

A10571: A10571: A10571: A10571: Health Monitoring of Open Web Girder Railway Bridges using WirelHealth Monitoring of Open Web Girder Railway Bridges using WirelHealth Monitoring of Open Web Girder Railway Bridges using WirelHealth Monitoring of Open Web Girder Railway Bridges using Wireless Sensor Networks ess Sensor Networks ess Sensor Networks ess Sensor Networks

Sathvik Dev Velagandula, Department of Civil Engineering, Indian Institue of Technology Karagpus,

India

(N. Dhang, R. Datta)

S75 Durability and Multifield Analysis of Composite Materials and Structures

Location:

Chair: E. M. Daya Room 119

A10A10A10A10411: An inverse identification method for mechanical properties of viscoelastic sandwich structures 411: An inverse identification method for mechanical properties of viscoelastic sandwich structures 411: An inverse identification method for mechanical properties of viscoelastic sandwich structures 411: An inverse identification method for mechanical properties of viscoelastic sandwich structures

Koffi Senanou Ledi, Université de Lorraine, LEM3, UMR7239 Metz, France

(M. Hamdaoui, G. Robin, E.M. Daya)

A10A10A10A10475: Wave prop475: Wave prop475: Wave prop475: Wave propagation analysis of curved composite and sandwich beams agation analysis of curved composite and sandwich beams agation analysis of curved composite and sandwich beams agation analysis of curved composite and sandwich beams

Namita Nanda, Indian Institute of Technology Delhi, India

(S. Kapuria)

A10A10A10A10495: Seismic performance of composite shear wall with concrete and composite panels 495: Seismic performance of composite shear wall with concrete and composite panels 495: Seismic performance of composite shear wall with concrete and composite panels 495: Seismic performance of composite shear wall with concrete and composite panels

Alireza Rahai, Department of Civil & Environmental Engineering, Amirkabir University of Technology,

Tehran, Iran

(M.R. Khodabakhshi)

3:30 pm – 3:50 pm Refreshment & Coffee – l’Atrium/UFR DEA

2016 EMI International Conference - univ-lorraine.fr

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