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Element‐local level set method for three‐dimensional dynamic crack growth
Author(s) -
Duan Qinglin,
Song JeongHoon,
Menouillard Thomas,
Belytschko Ted
Publication year - 2009
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.2665
Subject(s) - discontinuity (linguistics) , extended finite element method , finite element method , fracture mechanics , discrete element method , robustness (evolution) , structural engineering , mathematics , algorithm , computer science , geometry , mathematical analysis , engineering , mechanics , physics , biochemistry , chemistry , gene
An approximate level set method for three‐dimensional crack propagation is presented. In this method, the discontinuity surface in each cracked element is defined by element‐local level sets (ELLSs). The local level sets are generated by a fitting procedure that meets the fracture directionality and its continuity with the adjacent element crack surfaces in a least‐square sense. A simple iterative procedure is introduced to improve the consistency of the generated element crack surface with those of the adjacent cracked elements. The discrete discontinuity is treated by the phantom node method which is a simplified version of the extended finite element method (XFEM). The ELLS method and the phantom node technology are combined for the solution of dynamic fracture problems. Numerical examples for three‐dimensional dynamiccrack propagation are provided to demonstrate the effectiveness and robustness of the proposed method. Copyright © 2009 John Wiley & Sons, Ltd.