A Model of Anisotropic Damage by Mesocrack Growth; Unilateral Effect

A three-dimensional model of anisotropic damage by mesocrack growth is first described in its basic version, employing a second-order tensorial damage variable. The model—concerning rate-independent, small strain, isothermal behaviour—allows to take into account residual effects due to damage and reduces any system of mesocracks to three equivalent orthogonal sets. This first version is then extended to account for elastic moduli recovery due to crack closure. Micromechanical considerations impose to employ a fourth-order crack-related tensor when the mesocracks are constrained against opening. Unlike some models which do not avoid (or rectify a posteriori) discontinuities of the stress-strain response, the approach herein ensures a priori the stress continuity and allows to express a convenient macroscopic opening-closure criterion. Nevertheless, the new formulation maintains the orthotropy of the effective properties (instead of an eventual, more general form of anisotropy). Finally, it appears that the extended version does not introduce additional material constants compared to the basic version. The model is tested by simulating the behaviour of Fontainebleau sandstone.

[1]  A.J.M. Spencer,et al.  Theory of invariants , 1971 .

[2]  Sergio Lagomarsino,et al.  A microcrack damage model for brittle materials , 1993 .

[3]  Mark Kachanov,et al.  Effective Elastic Properties of Cracked Solids: Critical Review of Some Basic Concepts , 1992 .

[4]  J. Ju,et al.  On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects , 1989 .

[5]  Jean-Louis Chaboche,et al.  Development of Continuum Damage Mechanics for Elastic Solids Sustaining Anisotropic and Unilateral Damage , 1993 .

[6]  Dusan Krajcinovic,et al.  Damage model for brittle elastic solids with unequal tensile and compressive strengths , 1994 .

[7]  Mark Kachanov,et al.  Continuum Model of Medium with Cracks , 1980 .

[8]  J. Chaboche,et al.  Damage Induced Anisotropy: On the Difficulties Associated with the Active/Passive Unilateral Condition , 1992 .

[9]  Jean-Jacques Marigo,et al.  Un modèle de matériau microfissuré pour les bétons et les roches , 1986 .

[10]  Jean-Louis Chaboche,et al.  Anisotropic creep damage in the framework of continuum damage mechanics , 1984 .

[11]  J. Chaboche Une nouvelle condition unilatérale pour décrire le comportement des matériaux avec dommage anisotrope , 1992 .

[12]  Jerzy Najar,et al.  Brittle Residual Strain and Continuum Damage at Variable Uniaxial Loading , 1994 .

[13]  Qi-Chang He,et al.  Conewise linear elastic materials , 1994 .

[14]  Pierre Ladevèze,et al.  Damage Mechanisms Modeling for Ceramic Composites , 1994 .

[15]  Michael Ortiz,et al.  A constitutive theory for the inelastic behavior of concrete , 1985 .