Spatial convergence of crack nucleation using a cohesive finite-element model on a pinwheel-based mesh

被引:35
作者
Papoulia, Katerina D. [1 ]
Vavasis, Stephen A.
Ganguly, Pritam
机构
[1] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
[2] Cornell Univ, Dept Comp Sci, Ithaca, NY 14853 USA
[3] Cornell Univ, Dept Theoret & Appl Mech, Ithaca, NY 14853 USA
关键词
cohesive zone modelling; finite element; convergence; crack nucleation; mesh dependence;
D O I
10.1002/nme.1598
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We consider the use of initially rigid cohesive interface models in a two-dimensional dynamic finite-element solution of a fracture process. Our focus is on convergence of finite-element solutions to a solution of the undiscretized medium as the mesh spacing Delta x (and therefore time-step At) tends to zero. We propose the use of pinwheel meshes, which possess the 'isoperimetric property' that for any curve C in the computational domain, there is an approximation to C using mesh edges that tends to C including a correct representation of its length, as the grid size tends to zero. We suggest that the isoperimetric property is a necessary condition for any possible spatial convergence proof in the general case that the crack path is not known in advance. Conversely, we establish that if the pinwheel mesh is used, the discrete interface first activated in the finite-element model will converge to the initial crack in the undiscretized medium. Finally, we carry out a mesh refinement experiment to check convergence of both nucleation and propagation. Our results indicate that the crack path computed in the pinwheel mesh is more stable as the mesh is refined compared to other types,of meshes. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
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页码:1 / 16
页数:16
相关论文
共 43 条
[1]  
AHFORS LV, 1979, COMPLEX ANAL INTRO T
[2]   Finite element interface models for the delamination analysis of laminated composites: Mechanical and computational issues [J].
Alfano, G ;
Crisfield, MA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2001, 50 (07) :1701-1736
[3]  
[Anonymous], 2 DIMENSIONAL QUALIT
[4]  
Barenblatt GI., 1962, ADV APPL MECH, V7, P55, DOI [10.1016/S0065-2156(08)70121-2, DOI 10.1016/S0065-2156(08)70121-2]
[5]   Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment [J].
Belytschko, T ;
Chen, H ;
Xu, JX ;
Zi, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 58 (12) :1873-1905
[6]  
BITTENCOURT TN, 1992, FRACTURE MECHANICS OF CONCRETE STRUCTURES /, P339
[7]   Computational modelling of impact damage in brittle materials [J].
Camacho, GT ;
Ortiz, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (20-22) :2899-2938
[8]   YIELDING OF STEEL SHEETS CONTAINING SLITS [J].
DUGDALE, DS .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1960, 8 (02) :100-104
[9]   Modeling dynamic crack propagation in fiber reinforced composites including frictional effects [J].
Dwivedi, SK ;
Espinosa, HD .
MECHANICS OF MATERIALS, 2003, 35 (3-6) :481-509
[10]   A grain level model for the study of failure initiation and evolution in polycrystalline brittle materials. Part I: Theory and numerical implementation [J].
Espinosa, HD ;
Zavattieri, PD .
MECHANICS OF MATERIALS, 2003, 35 (3-6) :333-364