This article aims at the determination of the effective behavior of a microcracked linear viscoelastic solid. Due to the nonlinearity of the strain concentration in the cracks, the latter cannot be derived directly from a combination of the correspondence theorem with the Eshelby-based homogenization schemes. The proposed alternative approach is based on the linear relationship between the macroscopic strain and the local displacement discontinuity across the crack. An approximation of the effective behavior in the framework of a Burger model is derived analytically.
BeurtheyS.ZaouiA. (2000). Structural Morphology and Relaxation Spectra of Viscoelastic Heterogeneous Materials, European Journal of Mechanics A/Solids, 19: 1–16.
2.
BudianskyB.O'ConnellR. (1976). Elastic Moduli of a Cracked Solid, International Journal of Solids and Structures, 12: 81–97.
DeudéV.DormieuxL.KondoD.MaghousS. (2002). Micromechanical Approach to Nonlinear Poroelasticity: Application to Cracked Rocks, Journal of Engineering Mechanics, 128: 848–855.
5.
EshelbyJ.D. (1957). The Determination of the Elastic Field of an Ellipsoidal Inclusion, and Related Problems, Proceedings of the Royal Society of London. Series A, 241: 376–396.
6.
HoriiH.Nemat-NasserS. (1983). Overall Modulii of Solids with Microcracks : Load-induced Anisotropy, Journal of the Mechanics and Physics of Solids, 31: 155–171.
7.
DormieuxL.KondoD. (2009). Stress-based Estimates and Bounds of Effective Elastic Properties: The Case of Cracked Media with Unilateral Effects, Computational Material Science, 46: 173–179.
8.
LahellecN.SuquetP. (2007). Effective Behavior of Linear Viscoelastic Composites: A Time-integration Approach, International Journal of Solids and Structures, 44: 507–529.
RougierY.StolzC.ZaouiA. (1993). Représentation Spectrale En Viscoélasticité Linéaire Des Matériaux Hétérogènes, Comptes Rendus de l’ Académie des Sciences Paris II, 316: 1517–1522.