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

被引:68
作者
Wriggers, P
Eberlein, R
Reese, S
机构
[1] Institute for Mechanics, TH Darmstadt, 64289 Darmstadt
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
相关论文
共 30 条
[1]   3-DIMENSIONAL EXTENSION OF NONLINEAR SHELL FORMULATION BASED ON THE ENHANCED ASSUMED STRAIN CONCEPT [J].
BUCHTER, N ;
RAMM, E ;
ROEHL, D .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (15) :2551-2568
[2]   A FULLY NONLINEAR AXISYMMETRICAL QUASI-KIRCHHOFF-TYPE SHELL ELEMENT FOR RUBBER-LIKE MATERIALS [J].
EBERLEIN, R ;
WRIGGERS, P ;
TAYLOR, RL .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1993, 36 (23) :4027-4043
[3]   NON-LINEAR FINITE-ELEMENT ANALYSIS OF SHELLS .1. 3-DIMENSIONAL SHELLS [J].
HUGHES, TJR ;
LIU, WK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 26 (03) :331-362
[4]   FINITE ELASTOPLASTIC DEFORMATIONS OF SPACE-CURVED MEMBRANES [J].
IBRAHIMBEGOVIC, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1994, 119 (3-4) :371-394
[5]  
KORELC J, 1995, UNPUB COMPUT MECH
[6]   THE GENERALIZED STRAIN MEASURE WITH APPLICATION TO NONHOMOGENEOUS DEFORMATIONS IN RUBBER-LIKE SOLIDS [J].
MORMAN, KN .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1986, 53 (03) :726-728
[7]  
Ogden R.W., 1984, NONLINEAR ELASTIC DE
[8]   AN INVESTIGATION OF A FINITE ROTATION 4 NODE ASSUMED STRAIN SHELL ELEMENT [J].
PARISCH, H .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 31 (01) :127-150
[9]  
RAMM E, 1976, 762 U STUTTG I BAUST
[10]   A FINITE-ELEMENT METHOD FOR STABILITY PROBLEMS IN FINITE ELASTICITY [J].
REESE, S ;
WRIGGERS, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (07) :1171-1200