Micromechanical analysis of damage in saturated quasi brittle materials

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:49

Article

Xie, Ni^1,2  Zhu, Qi-Zhi³  Shao, Jian-Fu¹  Xu, Li-Hua² 

[1] Univ Lille 1, CNRS, UMR 8107, Lab Mech Lille, F-59655 Villeneuve Dascq, France

[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Peoples R China

[3] Univ Paris Est, CNRS, MSME, Lab Modelisat & Simulat Multi Echelle,UMR 8208, F-77454 Marne La Vallee, France

关键词: Damage;    Micromechanics;    Homogenization;    Microcracks;    Frictional sliding;    Porous materials;   

DOI  :  10.1016/j.ijsolstr.2011.12.006

来源: Elsevier

【 摘 要 】

In this paper, we propose a micromechanical analysis of damage and related inelastic deformation in saturated porous quasi brittle materials. The materials are weakened by randomly distributed microcracks and saturated by interstitial fluid with drained and undrained conditions. The emphasis is put on the closed cracks under compression-dominated stresses. The material damage is related to the frictional sliding on crack surface and described by a local scalar variable. The effective properties of the materials are determined using a linear homogenization approach, based on the extension of Eshelby's inclusion solution to penny shaped cracks. The inelastic behavior induced by microcracks is described in the framework of the irreversible thermodynamics. As an original contribution, the potential energy of the saturated materials weakened by closed frictional microcracks is determined and formulated as a sum of an elastic part and a plastic part, the latter entirely induced by frictional sliding of microcracks. The influence of fluid pressure is accounted for in the friction criterion through the concept of local effective stress at microcracks. We show that the Biot's effective stress controls the evolution of total strain while the local Terzaghi's effective stress controls the evolution of plastic strain. Further, the frictional sliding between crack lips generates volumetric dilatancy and reduction in fluid pressure. Applications of the proposed model to typical brittle rocks are presented with comparisons between numerical results and experimental data in both drained and undrained triaxial tests. (c) 2012 Elsevier Ltd. All rights reserved.

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