Journal
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING
Volume 85, Issue 10, Pages 1306-1322Publisher
WILEY
DOI: 10.1002/nme.3020
Keywords
partition-of-unity method (PUM); extended finite element method (X-FEM); harmonic enrichment; intersecting crack; branched crack; curved crack; stress intensity factors
Funding
- National Science Foundation [CMMI-0626481, DMS-0811025]
- Sloan Foundation
- NSF [CCF-06-43268, IIS-09-16129, IIS-05-28402, CNS-06-14770]
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A unifying procedure to numerically compute enrichment functions for elastic fracture problems with the extended finite element method is presented. Within each element that is intersected by a crack, the enrichment function for the crack is obtained via the solution of the Laplace equation with Dirichlet and vanishing Neumann boundary conditions. A single algorithm emanates for the enrichment field for multiple cracks as well as intersecting and branched cracks, without recourse to special cases, which provides flexibility over the existing approaches in which each case is treated separately. Numerical integration is rendered to be simple-there is no need for partitioning of the finite elements into conforming subdivisions for the integration of discontinuous or weakly singular kernels. Stress intensity factor computations for different crack configurations are presented to demonstrate the accuracy and versatility of the proposed technique. Copyright (C) 2010 John Wiley & Sons, Ltd.
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