A stabilized formulation for incompressible plasticity using linear triangles and tetrahedra

被引:53
作者
Chiumenti, M
Valverde, Q
de Saracibar, CA
Cervera, M
机构
[1] Univ Politecn Cataluna, Int Ctr Numer Methods Engn, CIMNE, Barcelona 08034, Spain
[2] Pontificia Univ Catol Peru, Dept Ingn, Secc Ingn Mecan, Lima, Peru
关键词
incompressibility; plasticity; orthogonal sub-grid scales; stabilized finite element method;
D O I
10.1016/j.ijplas.2003.11.009
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper, a stabilized finite element method to deal with incompressibility in solid mechanics is presented. Both elastic and J2-plastic constitutive behavior have been considered. A mixed formulation involving pressure and displacement fields is used and a continuous linear interpolation is considered for both fields. To circumvent the Babuska-Brezzi condition a stabilization technique based on the orthogonal sub-scale method is introduced. The main advantage of the method is the possibility of using linear triangular or tetrahedral finite elements, which are easy to generate for real industrial applications. Results are compared with standard Galerkin and Q1P0 mixed formulations in either elastic or elasto-plastic incompressible problems. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1487 / 1504
页数:18
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