A comparison of three-dimensional continuum and shell elements for finite plasticity

被引：67
|
作者：
Wriggers, P
Eberlein, R
Reese, S
机构：
[1] Institute for Mechanics, TH Darmstadt, 64289 Darmstadt
来源：
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 1996年 / 33卷 / 20-22期
关键词：
D O I：
10.1016/0020-7683(95)00262-6
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo ei nl. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper. continuum and shell formulations are compared for finite elasto-plastic deformations. Copyright (C) 1996 Elsevier Science Ltd.
引用
收藏
页码：3309 / 3326
页数：18
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