Mesh scalability in direct finite element simulation of brittle fracture

被引:1
作者
Caballero, Antonio [1 ]
Dyskin, Arcady [1 ]
机构
[1] Univ Western Australia, Sch Civil & Resource Engn, Crawley, WA 6009, Australia
基金
澳大利亚研究理事会;
关键词
singular stress; non-singular stress; scaling; singularity exponent;
D O I
10.1016/j.engfracmech.2008.03.007
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A new approach of dealing with mesh dependence in finite element modelling of fracture processes is introduced. In particular, in brittle fracture modelling, the stress concentration is mesh dependent as the results do not stabilise when refining the mesh. This paper presents an approach based on the explicit incorporation of mesh dependence into the computations. The dependence of the relevant stress is quantified on the finite elements at the crack tip upon the element size: when the dependence approaches a power law with the required accuracy, the mesh is called scalable. If the mesh is scalable and the exponent and pre-factor are known, then the results of the computations can be scaled to the size relevant to the scale of the physical microstructure of the material; the latter while not being modelled directly ultimately controls the fracture propagation. To illustrate this new approach, four 2D examples of a single straight crack loaded under tensile and shear tractions applied either to the external boundary or to the crack faces are considered. It is shown that combining the stresses at the crack tip computed using a set of similar meshes of different densities with the crack tip asymptotic allows accurate recovery of the stress intensity factors. (c) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:4066 / 4084
页数:19
相关论文
共 45 条
[1]  
ANDERSON GP, 1971, INT J FRACT MECH, V7, P63, DOI 10.1007/BF00236483
[2]  
[Anonymous], DISCRETE PROPERTIES
[3]  
[Anonymous], 1967, J PROC
[4]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[5]  
2-N
[6]  
Barenblatt GI., 1962, ADV APPL MECH, V7, P55, DOI DOI 10.1016/S0065-2156(08)70121-2
[7]  
BAZANT ZP, 1981, ADV FRACT RES, V4, P1523
[8]  
Belytschko T, 1999, INT J NUMER METH ENG, V45, P601, DOI 10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO
[9]  
2-S
[10]  
Blackburn WS, 1973, MATH FINITE ELEMENTS, P327, DOI DOI 10.1016/B978-0-12-747250-8.50023-0