Plane strain finite element analysis of pressure sensitive plasticity with strong discontinuity

被引:108
作者
Regueiro, RA
Borja, RI
机构
[1] Sandia Natl Labs, Ctr Mat & Engn Sci, Livermore, CA 94551 USA
[2] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
基金
美国能源部; 美国国家科学基金会;
关键词
localized deformation; geomaterials; failure model; strong discontinuity; pressure sensitive nonassociative plasticity; assumed enhanced strain finite element method;
D O I
10.1016/S0020-7683(00)00250-X
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Numerical simulations of localized deformation in solids should capture the structural phenomenon of localization and associated loss of material body strength in a manner independent of spatial discretization, Many regularization techniques have been proposed to address the ill posedness associated with rate-independent softening plasticity that leads to mesh-dependent numerical simulations. One approach to alleviating mesh dependence is the strong discontinuity approach, which represents localized deformation as a slip surface within a plasticity model; a strong discontinuity is a discontinuous displacement held. This approach is used in this paper to formulate a plane strain, pressure sensitive, nonassociative plasticity model with strong discontinuity and to implement the model, along with an enhanced bilinear quadrilateral element, via an assumed enhanced strain method. Numerical examples demonstrate mesh independence of the method for pressure sensitive materials. (C) 2001 Elsevier Science Ltd. Ah rights reserved.
引用
收藏
页码:3647 / 3672
页数:26
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