Theoretical and computational issues in modelling material failure in strong discontinuity scenarios

被引:73
作者
Oliver, J
Huespe, AE
机构
[1] Univ Politecn Catalunya, ETS Engn Camins Canals & Ports, ES-08034 Barcelona, Spain
[2] Consejo Nacl Invest Cient & Tecn, UNL, CIMEC, Santa Fe, Argentina
关键词
material failure; continuum models; strong discontinuities; numerical modelling;
D O I
10.1016/j.cma.2003.08.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper deals with several aspects related to numerical modelling of material failure in strong discontinuity settings: (a) the onset and development of local material failure in terms of continuum constitutive models equipped with strain softening. Closed forms formulas for the solutions of the discontinuous material bifurcation problem are given for a class of those models; (b) finite elements with embedded discontinuities: nodal and elemental enrichments families are formulated in the continuum strong discontinuity approach (CSDA); (c) instability treatment: a discrete viscous perturbation method at the failure surfaces is presented as a way to substantially improve the robustness of the numerical simulations. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:2987 / 3014
页数:28
相关论文
共 39 条
[1]  
ALFAIATE J, 2002, P 5 WORLD C COMP MEC
[2]   An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids [J].
Armero, F ;
Garikipati, K .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (20-22) :2863-2885
[3]  
ARMERO F, 1995, COMPUTATIONAL PLASTI, P547
[4]  
Bazant Z.P., 1991, Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories
[5]  
Bazant ZP, 1986, Appl Mech Rev, V39, P675, DOI DOI 10.1115/1.3143724
[6]  
BAZANT ZP, 1998, FRACTURE SIZE CONCRE
[7]   A finite element model for strain localization analysis of strongly discontinuous fields based on standard Galerkin approximation [J].
Borja, RI .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 190 (11-12) :1529-1549
[8]  
CERVERA M, 2001, COMET MULTIPURPOSE F
[9]  
Crisfield MA., 1991, NON LINEAR FINITE EL, V1
[10]   FINITE-ELEMENTS WITH DISPLACEMENT INTERPOLATED EMBEDDED LOCALIZATION LINES INSENSITIVE TO MESH SIZE AND DISTORTIONS [J].
DVORKIN, EN ;
CUITINO, AM ;
GIOIA, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1990, 30 (03) :541-564