Numerical implementation of multiplicative elasto-plasticity into assumed strain elements with application to shells at large strains

被引:64
作者
Betsch, P
Stein, E
机构
[1] Univ Kaiserslautern, Lehrstuhl Tech Mech, D-67653 Kaiserslautern, Germany
[2] Univ Hannover, Inst Baumech & Numer Mech, D-30167 Hannover, Germany
关键词
assumed strain method; finite elasto-plasticity; shells;
D O I
10.1016/S0045-7825(99)00063-8
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Alternative formulations of isotropic large strain elasto-plasticity are presented which are especially well suited for the implementation into assumed strain elements. Based on the multiplicative decomposition of the deformation gradient into elastic and plastic parts three distinct eigenvalue problems related to the reference, intermediate and current configuration are investigated. These eigenvalue problems are connected by similarity transformations which preserve the eigenvalues. They play an important role in the subsequent development of alternative constitutive formulations and the corresponding finite element implementation. The developed constitutive procedures rely on the right Cauchy-Green tensor, or equivalently on the Green-Lagrangian strain tensor, rather than the deformation gradient. Consequently, they can be applied directly to assumed strain elements. Specifically, we are concerned with efficient low order shell elements for which the assumed strain method has proven to be extremely powerful to overcome spurious locking effects. (C) 1999 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:215 / 245
页数:31
相关论文
共 58 条
[11]   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
[12]  
CHADWICK P, 1971, ARCH RATION MECH AN, V44, P54
[13]  
CRISFELD MA, 1991, NONLINEAR FINITE ELE, V1
[14]   A FORMULATION OF THE MITC4 SHELL ELEMENT FOR FINITE STRAIN ELASTOPLASTIC ANALYSIS [J].
DVORKIN, EN ;
PANTUSO, D ;
REPETTO, EA .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1995, 125 (1-4) :17-40
[15]  
Dvorkin EN., 1984, Eng Comput, V1, P77, DOI [10.1108/eb023562, DOI 10.1108/EB023562]
[16]  
EBERLEIN R, 1997, C COMP PLAST BARC SP, V4, P1898
[17]  
ERICKSEN JL, 1960, ENCYCL PHYS, V3, P425
[18]   A HYPERELASTIC-BASED LARGE STRAIN ELASTOPLASTIC CONSTITUTIVE FORMULATION WITH COMBINED ISOTROPIC-KINEMATIC HARDENING USING THE LOGARITHMIC STRESS AND STRAIN MEASURES [J].
ETEROVIC, AL ;
BATHE, KJ .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1990, 30 (06) :1099-1114
[19]  
Haupt P., 1985, International Journal of Plasticity, V1, P303, DOI 10.1016/0749-6419(85)90017-8
[20]   CONSTITUTIVE INEQUALITIES FOR ISOTROPIC ELASTIC SOLIDS UNDER FINITE STRAIN [J].
HILL, R .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1970, 314 (1519) :457-&