Micromechanical approach to the strength properties of frictional geomaterials

被引:120
|
作者
Maghous, S. [1 ]
Dormieux, L. [2 ]
Barthelemy, J. F. [2 ]
机构
[1] Univ Fed Rio Grande do Sul, Dept Civil Engn, BR-90035190 Porto Alegre, RS, Brazil
[2] Ecole Natl Ponts & Chaussees, LMSGC, F-77455 Marne La Vallee, France
关键词
Micromechanics; Strength properties; Drucker-Prager; Non-associated plasticity; Rigid inclusions; Porous medium; RIGID INCLUSIONS; POROUS MATERIALS; LIMIT ANALYSIS; SOLIDS; HOMOGENIZATION; COMPOSITES; CRITERION; BEHAVIOR; MODEL; LAW;
D O I
10.1016/j.euromechsol.2008.03.002
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The present paper describes a micromechanics-based approach to the strength properties of composite materials with a Drucker-Prager matrix in the situation of non-associated plasticity. The concept of limit stress states for such materials is first extended to the context of homogenization. It is shown that the macroscopic limit stress states can theoretically be obtained from the solution to a sequence of viscoplastic problems stated on the representative elementary volume. The strategy of resolution implements a non-linear homogenization technique based on the modified secant method. This procedure is applied to the determination of the macroscopic strength properties and plastic flow rule of materials reinforced by rigid inclusions, as well as for porous media. The role of the matrix dilatancy coefficient is in particular discussed in both cases. Finally, finite element solutions are derived for a porous medium and compared to the micromechanical predictions. (C) 2008 Elsevier Masson SAS. All rights reserved.
引用
收藏
页码:179 / 188
页数:10
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