On the enhanced strain technique for elasticity problems

被引：23

作者：

Lovadina, C

Auricchio, F

机构：

[1] Univ Pavia, Dipartimento Matemat, I-27100 Pavia, Italy

[2] Univ Pavia, Dipartimento Meccan Strutturale, I-27100 Pavia, Italy

来源：

COMPUTERS & STRUCTURES | 2003年 / 81卷 / 8-11期

关键词：

incompressible elasticity; displacement/pressure formulation; finite element methods; enhanced strain technique; non-conforming methods; stability analysis;

D O I：

10.1016/S0045-7949(02)00412-1

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The enhanced strain technique is considered in the context of incompressible elasticity problems. A new triangular element is proposed and proved to be convergent and stable when applied to linear analysis. Moreover, a model problem arising from large deformations is presented. Such a model is used to develop some theoretical considerations about the use of enhanced strain methods in nonlinear elasticity. (C) 2003 Elsevier Science Ltd. All rights reserved.

引用

页码：777 / 787

页数：11

共 25 条

[1] On the locking and stability of finite elements in finite deformation plane strain problems [J].