A well-conditioned and optimally convergent XFEM for 3D linear elastic fracture

被引:71
作者
Agathos, Konstantinos [1 ]
Chatzi, Eleni [2 ]
Bordas, Stephane P. A. [3 ,4 ]
Talaslidis, Demosthenes [1 ]
机构
[1] Aristotle Univ Thessaloniki, Inst Struct Anal & Dynam Struct, Dept Civil Engn, Panepistimioupolis Mail Stop 502, Thessaloniki 54124, Greece
[2] ETH, Inst Struct Engn, Dept Civil Environm & Geomat Engn, Stefano Franscini Pl 5, CH-8093 Zurich, Switzerland
[3] Luxembourg Univ, Res Unit Engn Sci, 6 Rue Richard Coudenhove Kalergi, L-1359 Luxembourg, Luxembourg
[4] Cardiff Univ, Inst 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; 瑞士国家科学基金会; 欧洲研究理事会;
关键词
XFEMl; geometrical enrichment; point-wise matching; dof gathering; global enrichment; conditioning; EXTENDED FINITE-ELEMENT; CRACK-TIP ENRICHMENT; LEVEL SETS; MESHFREE METHOD; INTEGRATION; PROPAGATION; DISCONTINUITIES; GALERKIN; GROWTH; IMPLEMENTATION;
D O I
10.1002/nme.4982
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A variation of the extended finite element method for three-dimensional fracture mechanics is proposed. It utilizes a novel form of enrichment and point-wise and integral matching of displacements of the standard and enriched elements in order to achieve higher accuracy, optimal convergence rates, and improved conditioning for two-dimensional and three-dimensional crack problems. A bespoke benchmark problem is introduced to determine the method's accuracy in the general three-dimensional case where it is demonstrated that the proposed approach improves the accuracy and reduces the number of iterations required for the iterative solution of the resulting system of equations by 40% for moderately refined meshes and topological enrichment. Moreover, when a fixed enrichment volume is used, the number of iterations required grows at a rate which is reduced by a factor of 2 compared with standard extended finite element method, diminishing the number of iterations by almost one order of magnitude. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:643 / 677
页数:35
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