FINITE ELEMENT ANALYSIS OF IN-CONTACT SPHERES 4 TH I NT. C ONFERENCE OF M ULTIPHYICS, L ILLE, F...
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Transcript of FINITE ELEMENT ANALYSIS OF IN-CONTACT SPHERES 4 TH I NT. C ONFERENCE OF M ULTIPHYICS, L ILLE, F...
FINITE ELEMENT ANALYSIS OF IN-CONTACT SPHERES
4TH INT. CONFERENCE OF MULTIPHYICS, LILLE, FRANCE, 9-11 DEC 09
H. A. KHAWAJA (PhD Student, Dept. of Engineering)
S. A. SCOTT (Lecturer, Dept. of Engineering)
K. PARVEZ
(Professor, Research Centre for Modelling & Simulation)
POINTS FOR DISCUSSION
BACKGROUND
INTRODUCTION
Normal Contact
Tangential Contact
FINITE ELEMENT ANALYSIS
Finite Element Modelling
Loading and Boundary Conditions
Finite Element Analysis Results
Comparison of Results with Available Models
SUMMARY & CONCLUSION
REFERNCES
ACKNOWLEDGEMENTS
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 2
BACKGROUND
Particle-particle interaction is observed in many physical phenomena; fluidized beds, particle kiln, etc.
Fluidized Bed Video
Kiln Video
Particle sizes may vary and can be classified using Geldart Classifications; Geldart A (20-100 µm), Geldart B (40-500 µm), Geldart C (20-30 µm), Geldart
D (>600 µm).
Available models for contact are quite old. Their basis of development were experiments.
This work addresses:
To understand the phenomenon of interaction between spherical particles.
Validation of available models
Re-modelling of contact models, if required.
Extension to cases for which models is not available
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 3
INTRODUCTION
Normal Contact:
SPHERE 1
SPHERE 2
CONTACT CIRCLE
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 4
Caution: Exaggerated Animation for Understanding
INTRODUCTION
Normal Contact: Hertz Normal Contact Model (1882)
JOHNSON, K., ed. (1984). Contact Mechanics. Cambridge University Press, Cambridge.
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 5
DOES NOT CATER FRICTIONAL FORCE
HERTZ, H. (1882). Journal der rennin und angewandeten Mathematik, 92, 136
INTRODUCTION
Tangential Contact:
SPHERE 1
SPHERE 2
CONTACT CIRCLE
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 6
Caution: Exaggerated Animation for Understanding
INTRODUCTION
Tangential Contact Force: Mindlin & Dresewicz (MD) Contact Model (1953)
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 7
JOHNSON, K., ed. (1984). Contact Mechanics. Cambridge University Press, Cambridge.
MINDLIN, R. (1953). Journal of Applied Mechanics, 20, 327.
•Normal force and contact area is computed using Hertz (1882) model•Whenever there is change in normal traction it will bring change in tangential traction and if that change is more than the product of coefficient of friction and normal traction slip will occur. •There is annulus of slip that progresses concentrically inwards. •When slip occurs then the product of normal traction and coefficient of friction will be equal to tangential traction. •At the annulus of slip there is tangential displacement that can be calculated by mathematical relations. •Contact parameters are computable if every previous step of loading is known from the equilibrium state.
HISTORY DEPENDENT !!!!!!!!!!!!!!!!!!!!!!!!!VERY VERY EXPENSIVE IN COMPUTATIONS
FINITE ELEMENT MODELLING
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 8
1
JAN 22 200901:08:08
ELEMENTS
Finite Element Mesh: Part of sphere is modelled to reduce number of elements Mesh sensitivity analysis is carried out to ensure the quality of results
Parameters taken for analysis are as follows:Parameter Values
Radius of Sphere 0.1m
Modulus of Elasticity 70GPa
Poisson Ratio 0.3
Coefficient of Friction 0.2
Solid Element Solid 186, 20-Noded Hexahedral Solid Element
Contact Element Contac 174, 8-Noded Surface to Surface Quadrilateral 3-D Contact Element
Target Element Targe 170, 8-Noded Surface to Surface Quadrilateral 3-D Target Element
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 9
FINITE ELEMENT MODELLING
Loading and Boundary Conditions: Loading Locations Normal Loading Only Normal and Tangential Loading Combined
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 10
FINITE ELEMENT MODELLING
Finite Element Analysis Results: Contact Pressure (Normal & Tangential Contact)
In accordance with as defined by Hertz (1882)
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 11
FINITE ELEMENT MODELLING
Finite Element Analysis Results: Frictional Stress (Tangential Contact)
Traction profile is not exactly depicted by MD (1953). It is
axisymmetric in sliding region and non-axisymmetric
in stick region, which conflicts with their theory.
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 12
FINITE ELEMENT MODELLING
Finite Element Analysis Results: Contact Status (Tangential Contact)
In case of full sliding, Frictional force is Frictional Constant
multiplied with Normal Force (μN).
In case of partial sliding, Frictional Force has to be computed and
cases could be very complicated.
FLUIDIZED BED
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 13
FINITE ELEMENT MODELLING
Comparison of Results with Available Models:
Normal Contact Force with Hertz Model (1882) Tangential Contact Force with MD Model (1954)
SUMMARY & CONCLUSION
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 14
Summary:
Normal Contact Model given by Hertz (1882)
Tangential Contact Force given by MD (1954)
Setting up FEM Contact Simulation
Comparison of results
Conclusion:
Contact Pressure and Normal Contact Force is in agreement with the
Hertz (1882) Normal Contact Model
Frictional Stress Contour doesn't match with MD (1953). However,
Frictional Force is in agreement with the model.
FUTURE WORK
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 15
Tangential Contact Model needs to refined to support extensive
computations
Removal of Historical Dependency
Simplification of mathematical process
FEA of contact model for 2-D Tangential Motion
Development of numerical model for 2-D Tangential Motion
REFERENCES
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 16
•ANSYS® Multiphysics FEM Package, Release 11.0
•ANSYS® Technical Manuals, Release 11.0 Documentation for ANSYS®
•CUNDALL, P., STRACK, O. (1979). Geotechnique, 29,47.
•HERTZ, H. (1882). Journal der rennin und angewandeten Mathematik, 92, 136.
•JAEGER, J. (2205) New Solutions in Contact Mechanics, WIT Press Southampton, Boston.
•JOHNSON, K., ed. (1984). Contact Mechanics. Cambridge University Press, Cambridge.
•LIAN, G., THORNTON, C., KAFUI, D. (1998) TRUBAL, Aston University, Brimingham, UK.
•MINDLIN, R. (1953). Journal of Applied Mechanics, 20, 327.
•SCOTT, S., MUELLER, C., (2009) PONG3-D, University of Cambridge, UK.
•THORNTON, C., YIN, K., K. (1991) Powder Technology, 65, 155.
•TSUJI, Y., TANAKA, T., ISHIDA, T. (1992) Powder Technology, 71, 239.
•VU-QUOC, L., ZHANG, X. (2007). Mechanics of Materials, 31, 235-269.
•VU-QUOC, L., ZHANG, X., LESBURG, L. (2001). International Journal of Solids and Structures, 38, 6455-6489.
•WALTON, O., BRAUN, R. (1986). Journal of Rheology, 30, 949.
ACKNOWLEDGEMENTS
Institute of Space Technology (IST) – Pakistan
Cambridge Commonwealth Trust – Cambridge, UK
Research Centre for Modelling & Simulation, National University
of Sciences & Technology (NUST) - Pakistan
H. A. KHAWAJA MULTIPHYSICS 2009, LILLE, FRANCE, 9-11 DEC 09 17
THANK YOUTrust me, I am not drunk!!!!!!!!!!
CONTACT
HASSAN KHAWAJA
Email: [email protected]
Webpage: http://hassanabbaskhawaja.blogspot.com