Transfer operators for evolving meshes in small strain elasto-placticity

被引:111
作者
Peric, D [1 ]
Hochard, C [1 ]
Dutko, M [1 ]
Owen, DRJ [1 ]
机构
[1] SLOVAK UNIV TECHNOL BRATISLAVA, FAC MECH ENGN, BRATISLAVA 81231, SLOVAKIA
基金
英国工程与自然科学研究理事会;
关键词
D O I
10.1016/S0045-7825(96)01070-5
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Together with error evaluation and mesh refinement, transfer operators represent the essential component of the adaptive procedure applied to history-dependent materials. Aspects of the transfer operation discussed in this work relate to: equilibrium conditions, consistency with the constitutive equation, geometric issues and diffusion of state variables between successive meshes. In this paper attention is restricted to small strain rate independent elasto-plasticity. Numerical examples are presented to illustrate some practical features of the computational procedure.
引用
收藏
页码:331 / 344
页数:14
相关论文
共 24 条
[1]  
AMUELSSON A, 1991, FINITE ELEMENT METHO, P152
[2]  
[Anonymous], INT J SOLIDS STRUCT
[3]   A-POSTERIORI ERROR ESTIMATES FOR FINITE-ELEMENT METHOD [J].
BABUSKA, I ;
RHEINBOLDT, WC .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1978, 12 (10) :1597-1615
[4]  
Babuska I, 1986, ACCURACY ESTIMATES A
[5]  
BANK RE, 1985, MATH COMPUT, V44, P283, DOI 10.1090/S0025-5718-1985-0777265-X
[6]  
BELYTSCHKO T, 1985, COMPUT STRUCT, V33, P1327
[7]   ON AN H-TYPE MESH-REFINEMENT STRATEGY BASED ON MINIMIZATION OF INTERPOLATION ERRORS [J].
DEMKOWICZ, L ;
DEVLOO, P ;
ODEN, JT .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1985, 53 (01) :67-89
[8]  
Hill R., 1950, The Mathematical Theory of Plasticity
[9]  
JIN H, 1989, COMPUTATIONAL PLASTI, V2, P347
[10]   ADAPTIVE FINITE-ELEMENT METHODS IN COMPUTATIONAL MECHANICS [J].
JOHNSON, C ;
HANSBO, P .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1992, 101 (1-3) :143-181