Three-dimensional embedded discontinuity model for brittle fracture

被引:108
作者
Wells, GN
Sluys, LJ
机构
[1] Delft Univ Technol, Koiter Inst Delft, Fac Aerosp Engn, NL-2600 GA Delft, Netherlands
[2] Delft Univ Technol, Koiter Inst Delft, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
关键词
strong discontinuity; embedded crack; fracture; enhanced strain;
D O I
10.1016/S0020-7683(00)00029-9
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Three-dimensional elements with discontinuous shape functions have been developed to model brittle fracture in unstructured meshes. Through the incorporation of discontinuous shape functions, highly localised deformations can be captured in a coarse finite element mesh. By carefully examining the variational formulation, traction continuity is assured in a weak sense across discontinuities and a discrete constitutive (traction-separation) model is applied. Using discrete constitutive models avoids the need for numerical parameters to achieve mesh objective results with respect to energy dissipation, Further, kinematic enhancements allow objective analysis in unstructured meshes. Examples of three-dimensional analysis are shown to illustrate the performance of the model. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:897 / 913
页数:17
相关论文
共 27 条
[1]   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
[2]  
ASKES H, 2000, IN PRESS EUROPEAN A
[3]   A FINITE-ELEMENT WITH EMBEDDED LOCALIZATION ZONES [J].
BELYTSCHKO, T ;
FISH, J ;
ENGELMANN, BE .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1988, 70 (01) :59-89
[4]  
De Borst R., 1993, Engineering Computations, V10, P99, DOI 10.1108/eb023897
[5]  
De Borst R., 1986, NONLINEAR ANAL FRICT
[6]  
Feenstra PH, 1993, COMPUTATIONAL ASPECT
[7]   Element-embedded localization band based on regularized displacement discontinuity [J].
Larsson, R ;
Runesson, K .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1996, 122 (05) :402-411
[8]   EMBEDDED REPRESENTATION OF FRACTURE IN CONCRETE WITH MIXED FINITE-ELEMENTS [J].
LOTFI, HR ;
SHING, PB .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (08) :1307-1325
[9]  
Oliver J, 1996, INT J NUMER METH ENG, V39, P3601, DOI 10.1002/(SICI)1097-0207(19961115)39:21<3601::AID-NME64>3.0.CO
[10]  
2-4