Computational aspects in finite strain plasticity analysis of geotechnical materials

被引：14
|
作者：
Rouainia, M [1 ]
Wood, DM
机构：
[1] Univ Newcastle Upon Tyne, Sch Civil Engn, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
[2] Univ Bristol, Dept Civil Engn, Bristol BS8 1TR, Avon, England
来源：
MECHANICS RESEARCH COMMUNICATIONS | 2006年 / 33卷 / 02期
关键词：
finite strain; cam-clay model; return mapping; quadratic convergence; finite element;
D O I：
10.1016/j.mechrescom.2005.06.014
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
This paper presents a framework to describe the constitutive behaviour of geotechnical materials in the context of multiplicative finite strain. A suitable energy function is chosen allowing the hyperelastic response to be energy conserving. The corresponding tangent modulus is derived to ensure quadratic rates of convergence of the Newton-Raphson procedure in the finite element solution. Standard element tests are given to demonstrate the performance of the algorithms developed. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码：123 / 133
页数：11
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