Accurate fracture modelling using meshless methods, the visibility criterion and level sets: Formulation and 2D modelling

被引:104
作者
Zhuang, Xiaoying [1 ]
Augarde, Charles [1 ]
Bordas, Stephane [2 ]
机构
[1] Univ Durham, Sch Engn & Comp Sci, Durham DH1 3LE, England
[2] Cardiff Univ, Cardiff Sch Engn Theoret Appl & Computat Mech, Cardiff CF24 3AA, S Glam, Wales
基金
英国工程与自然科学研究理事会;
关键词
EFG; level sets; crack tip closure; visibility criterion; tying procedure; meshless; fracture; FREE GALERKIN METHOD; ENRICHED WEIGHT-FUNCTIONS; EXTENDED FINITE-ELEMENTS; CRACK-GROWTH; 3-DIMENSIONAL CRACK; DYNAMIC FRACTURE; COHESIVE CRACKS; IMPLEMENTATION; PROPAGATION; PARTITION;
D O I
10.1002/nme.3063
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Fracture modelling using numerical methods is well-advanced in 2D using techniques such as the extended finite element method (XFEM). The use of meshless methods for these problems lags somewhat behind, but the potential benefits of no meshing (particularly in 3D) prompt continued research into their development. In methods where the crack face is not explicitly modelled (as the edge of an element for instance), two procedures are instead used to associate the displacement jump with the crack surface: the visibility criterion and the diffraction method. The visibility criterion is simple to implement and efficient to compute, especially with the help of level set coordinates. However, spurious discontinuities have been reported around crack tips using the visibility criterion, whereas implementing the diffraction method in 3D is much more complicated than the visibility criterion. In this paper, a tying procedure is proposed to remove the difficulty with the visibility criterion so that crack tip closure can be ensured while the advantages of the visibility criterion can be preserved. The formulation is based on the use of level set coordinates and the element-free Galerkin method, and is generally applicable for single or multiple crack problems in 2D or 3D. The paper explains the formulation and provides verification of the method against a number of 2D crack problems. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:249 / 268
页数:20
相关论文
共 60 条
  • [1] [Anonymous], 1999, Level Set Methods and Fast Marching Methods: Evolving Interfaces in Computational Geometry, Fluid Mechanics, Computer Vision, and Materials Science
  • [2] [Anonymous], 2002, Level Set Methods and Dynamic Implicit Surfaces
  • [3] Non-Singular Stresses in Gradient Elasticity at Bi-Material Interface with Transverse Crack
    Askes, Harm
    Gitman, Inna M.
    [J]. INTERNATIONAL JOURNAL OF FRACTURE, 2009, 156 (02) : 217 - 222
  • [4] A new meshless local Petrov-Galerkin (MLPG) approach in computational mechanics
    Atluri, SN
    Zhu, T
    [J]. COMPUTATIONAL MECHANICS, 1998, 22 (02) : 117 - 127
  • [5] Babuska I, 2003, LECT NOTES COMP SCI, V26, P1
  • [6] Improved implementation and robustness study of the X-FEM for stress analysis around cracks
    Béchet, E
    Minnebol, H
    Moës, N
    Burgardt, B
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 64 (08) : 1033 - 1056
  • [7] 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
  • [8] 2-S
  • [9] ELEMENT-FREE GALERKIN METHODS FOR STATIC AND DYNAMIC FRACTURE
    BELYTSCHKO, T
    LU, YY
    GU, L
    TABBARA, M
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1995, 32 (17-18) : 2547 - 2570
  • [10] CRACK-PROPAGATION BY ELEMENT-FREE GALERKIN METHODS
    BELYTSCHKO, T
    LU, YY
    GU, L
    [J]. ENGINEERING FRACTURE MECHANICS, 1995, 51 (02) : 295 - 315