Technical Notes
Mar 17, 2014

Microelement Formulation of Free Energy for Quasi-Brittle Materials

Publication: Journal of Engineering Mechanics
Volume 140, Issue 8

Abstract

This study aimed to find a simplified micromechanical formulation of Helmholtz free energy for quasi-brittle materials by making use of a system of microelements, and to provide a thermodynamic foundation for the development of multiscale constitutive theories. The microscopic incompatible strain field and residual stress field in an uncracked matrix between frictional microcracks were reproduced with microsprings, faults, and sliders by taking the microscopic fracture strain as a random variable. The locked microscopic additional strain energy—plastic free energy—was represented in an abstract way by the locked deformation energy within the microelement system. Straightforward free-energy functions dependent on the probability distribution of microscopic fracture strain were derived, which can be used in both deterministic and stochastic constitutive modeling.

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Acknowledgments

Financial support from the National Science Foundation of China-National Science Foundation (NSFC-NSF) Joint Project (Grant No. 51261120374) and NSFC Projects (Grant Nos. 51108336, 51378377) is greatly appreciated.

References

Abu Al-Rub, R. K., and Voyiadjis, G. Z. (2003). “On the coupling of anisotropic damage and plasticity models for ductile materials.” Int. J. Solids Struct., 40(11), 2611–2643.
Bazant, Z. P., and Becq-Giraudon, E. (2002). “Statistical prediction of fracture parameters of concrete and implications for choice of testing standard.” Cement Concr. Res., 32(4), 529–556.
Coleman, B. D., and Gurtin, M. (1967). “Thermodynamics with internal state variables.” J. Chem. Phys., 47(2), 597–613.
Govindjee, S., Mistry, S., and Azoug, A. (2012). “Application of statistical mechanics in thermo-mechanics and its effects on free-energy structure.” Proc., 8th European Solid Mechanics Conf., European Mechanics Society, Eindhoven, Netherlands.
Gurtin, M. E., Anand, L., and Lele, S. P. (2007). “Gradient single-crystal plasticity with free energy dependent on dislocation densities.” J. Mech. Phys. Solids, 55(9), 1853–1878.
Kandarpa, S., Kirkner, D. J., and Spencer, B. F., Jr. (1996). “Stochastic damage model for brittle materials subjected to monotonic loading.” J. Eng. Mech., 788–795.
Krajcinovic, D., and Silva, M. A. G. (1982). “Statistical aspects of the continuous damage theory.” Int. J. Solids Struct., 18(17), 557–562.
Li, J., and Ren, X. D. (2009). “Stochastic damage model for concrete based on energy equivalent strain.” Int. J. Solids Struct., 46(11–12), 2406–2419.
Pensée, V., Kondo, D., and Dormieux, L. (2002). “Micromechanical analysis of anisotropic damage in brittle materials.” J. Eng. Mech., 889–897.
Ren, X. D., and Li, J. (2011). “Hysteretic deteriorating model for quasi-brittle materials based on micromechanical damage approach.” Int. J. Non Linear Mech., 46(1), 321–329.
Voyiadjis, G. Z., Taqieddin, Z. N., and Kattan, P. I. (2008). “Anisotropic damage-plasticity model for concrete.” Int. J. Plast., 24(10), 1946–1965.
Yuan, K. Y., and Ju, J. W. (2013). “New strain energy–based coupled elastoplastic damage-healing formulations accounting for effect of matric suction during earth-moving processes.” J. Eng. Mech., 188–199.
Zhu, Q. Z., Shao, J. F., and Kondo, D. (2011). “A micromechanics-based thermodynamic formulation of isotropic damage with unilateral and friction effects.” Eur. J. Mech. A, Solids, 30(3), 316–325.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 8August 2014

History

Received: Aug 13, 2013
Accepted: Feb 20, 2014
Published online: Mar 17, 2014
Published in print: Aug 1, 2014
Discussion open until: Aug 17, 2014

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Authors

Affiliations

Associate Research Fellow, School of Civil Engineering, Tongji Univ., Shanghai 200092, China. E-mail: [email protected]
Distinguished Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). E-mail: [email protected]

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