AN ARBITRARY LAGRANGIAN-EULERIAN FINITE-ELEMENT METHOD FOR LARGE DEFORMATION ANALYSIS OF ELASTIC-VISCOPLASTIC SOLIDS

被引:137
作者
GHOSH, S [1 ]
KIKUCHI, N [1 ]
机构
[1] UNIV MICHIGAN,DEPT MECH ENGN & APPL MECH,ANN ARBOR,MI 48109
关键词
D O I
10.1016/0045-7825(91)90126-Q
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Analysis of large deformation of elastic-viscoplastic materials has been performed in this paper using the finite element method with the arbitrary Lagrangian-Eulerian description. An overstress type viscoplastic model using the internal variable approach in a rotated stress-strain space characterizes the material. Stable and efficient integration techniques for the viscoplastic relations are discussed. A linearized form in the ALE description is presented which is to be solved using iteration techniques. In particular the quasi-Newton methods have been used in this analysis. Several test problems which have been considered illustrate the effectiveness of the entire solution algorithm.
引用
收藏
页码:127 / 188
页数:62
相关论文
共 46 条
[11]  
DONEA J, 1977, 4TH T INT C SMIRT, VB, P1
[12]   ELASTOPLASTIC INDENTATION OF A HALF-SPACE BY AN INFINITELY LONG RIGID CIRCULAR CYLINDER [J].
DUMAS, G ;
BARONET, CN .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1971, 13 (06) :519-&
[13]  
EFTIS J, 1983, EVALUATION DEV CONST
[14]  
GELTEN CJM, 1982, NUMERICAL METHODS IN
[15]  
GREEN AE, 1967, P ROY SOC EDINB A, V57, P220
[16]  
Green AE., 1965, ARCH RATION MECH AN, V18, P251, DOI [10.1007/BF00251666, DOI 10.1007/BF00251666]
[18]  
HALLQUIST JO, UCRL52678 U CAL LAWR
[19]  
HIRT CW, 1974, J COMPUT PHYS, V14, P227, DOI [10.1016/0021-9991(74)90051-5, 10.1006/jcph.1997.5702]
[20]  
Hughes T. J. R., 1977, Computer Methods in Applied Mechanics and Engineering, V10, P135, DOI 10.1016/0045-7825(77)90001-9