A mixed-enhanced strain method Part II: Geometrically nonlinear problems

被引:72
作者
Kasper, EP
Taylor, RL [1 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[2] Calif Polytech State Univ San Luis Obispo, Dept Civil & Environm Engn, San Luis Obispo, CA 93407 USA
关键词
mixed enhanced; assume strain; finite deformation; finite element incompressibility; hyperelasticity;
D O I
10.1016/S0045-7949(99)00135-2
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In Part 1 of this paper we presented a mixed-enhanced approach to formulating elements for application to geometrically linear problems. In the present work we consider an extension to the geometrically nonlinear case. A mixed deformation gradient is presented and enhancements developed, resulting in a formulation which produces coarse mesh accuracy in bending dominated problems and locking-free response in the near incompressible limit. As in Part 1, variational stress recovery is permissible, due to the mixed fields present. Representative simulations illustrate the performance of the formulation in the setting of incompressible hyperelasticity. (C) 2000 Published by Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:251 / 260
页数:10
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