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Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 1 / 13
Prediction of the early-age strength evolution of cement paste and shotcrete
Bernhard Pichler and Christian Hellmich
Vienna University of Technology (TU Wien), Austria Institute for Mechanics of Materials and Structures
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 2 / 13
Motivation:• Compressive strength of cementitious materials increases first overlinearly and the linearly with hydration degree
Challenge:
Jan Byfors, PhD thesis, 1980
• Identify microstructural characteristics driving this behavior
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 3 / 13
Hierarchical organization of shotcrete
Chatterji and Jeffrey, Nature, 209, 1966 http://www.fhwa.dot.govhttp://www.fhwa.dot.gov
shotcreteagg
aggregates
Pichler and Hellmich, CemConRes 41 (5) 467-476, 2011
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 4 / 13
heterogeneity size
Elements of continuum micromechanics
Representative volume elements consist of quasi-homogeneousmaterial phases
Strain concentration from uniform strain boundary conditionsto average phase strains:
Stiffness homogenization
RVEs satisfy „separation of scales“
RVE size
length of stress- and strain- fluctuations in structurecontaining the RVE
phase strain con-centration tensorHill, JMPS, 11(5), 357-372, 1963
phase volume fractions phase elasticity tensors
Hill, JMPS, 11(5), 357-372, 1963
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 5 / 13
Homogenized stiffness
volume fraction
elastic stiffness
Hill tensors (phase shape)
aux. stiffness (phase interaction)
• matrix-inclusion composite Mori-Tanaka scheme
accessible via estimate of phase strain concentration tensors
Zaoui, Lecture Notes, Ecole Polytechnique, 1997 Zaoui, J.Eng.Mach (ASCE) 128(8), 808-816, 2002
• polycrystalline composite Self-consistent scheme
Specification for: hydrate foam, cement paste, shotcrete
Eshelby, Proc.R.Soc.Lond.A. 241, 367-396,1957 Laws, Journal of Elasticity, 7(1), 91-97, 1977
Hill, JMPS, 11(5), 357-372, 1963
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 6 / 13
Elasticity of shotcrete phases
Acker, Proc.CONCREEP@MIT, 15-26, 2001
Bernard et al. CCR 33 (9) 1293-1309, 2003
Ulm et al. Mat. Struc. 37(1), 43-58, 2004
Pichler and Hellmich CCR 41 (5) 467-476, 2011
Liquid phases in drained conditions
• Constant at all times (universal properties)• Accessible via ultrasonics and nanoindentation
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 7 / 13
Phase volume fractions depend on composition and maturityPowers, Brownyard, Res.Lab.Port.Cem.Ass.Bull, 22 101-992, 1948 Acker et al. in Concrete at Early Ages, ACI, 33-48, 1986
shotcrete
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 8 / 13
Elasto-brittle strength of shotcrete
Cementitious materials behave linear elastic, as long as deviatoric stress peaks in all hydrates are smaller than a hydrate strength
Access to stress peaks in hydrates via quadratic stress averages:
Kreher, JMPS 38(1), 115-128, 1990 Dormieux, Molinari, Kondo, JMPS 50(10), 2203-2231, 2002
Pichler, Hellmich, Eberhardsteiner, Acta Mechanica, 203, 137-162, 2009Pichler, Hellmich, CemConRes , 41, 467-476, 2011
Elastic limit at microscale refers to macroscopic strength of RVE
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 9 / 13
Validation of strength model for cement paste
model predictions versusTaplin, Aus.J.Appl.Sci., 10(3), 329-345, 1959
independent experiments
Identification ofhydrate strength:
Model predictions agree well with experiments on 6 different compositions
Pichler and Hellmich, CemConRes 41 (5) 467-476, 2011
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 10 / 13
Validation of strength model for shotcrete
model predictions versus independent experiments
Model predictions agree well with experiments from 2 labs on 2 compositions
Ullah Pichler Scheiner Hellmich, I J Numer Anal Meth Geomech, in print, 2011
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 11 / 13
From quasi-brittle hydrate strength to nanoindentation hardness• von Mises strength
• Pure shear strength (cohesion)
• Transition to hardness via yield design approach
Ganneau, Constantinides, Ulm, IJSS, 43 (6), 1727-1745, 2006
• Comparison with nanoindentation-derived C-S-H hardnesses
Hydrate strength is consistent with nanoindentation hardness
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 12 / 13
• Strength of cement-based materials is governed by microstructure-dependent load transfer from the macroscale to micron-sized hydrates
• One hydrate strength value allows for prediction of early-age strength evolutions of cement pastes and shotcretes with different compositions (no fitting parameters)
• Identified hydrate strength is consistent with nanoindentation hardnesses
Conclusions
Institute for Mechanics of Materials and Structures
Vienna University of Technology
Prediction of the early-age strength evolution of cement paste and shotcrete 13 / 13
Thank you very much for your attention!