The Discontinuity-Enriched Finite Element Method

被引:51
作者
Aragon, Alejandro M. [1 ]
Simone, Angelo [2 ]
机构
[1] Delft Univ Technol, Fac Mech Maritime & Mat Engn, Mekelweg 2, NL-2628 CD Delft, Netherlands
[2] Delft Univ Technol, Fac Civil Engn & Geosci, Stevinweg 1, NL-2628 CN Delft, Netherlands
关键词
cohesive cracks; fracture mechanics; GFEM; IGFEM; strong discontinuities; XFEM; GENERALIZED FEM; CRACK-GROWTH; XFEM; MECHANICS; FAILURE; SGFEM;
D O I
10.1002/nme.5570
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We introduce a new methodology for modeling problems with both weak and strong discontinuities independently of the finite element discretization. At variance with the eXtended/Generalized Finite Element Method (X/GFEM), the new method, named the Discontinuity-Enriched Finite Element Method (DE-FEM), adds enriched degrees of freedom only to nodes created at the intersection between a discontinuity and edges of elements in the mesh. Although general, the method is demonstrated in the context of fracture mechanics, and its versatility is illustrated with a set of traction-free and cohesive crack examples. We show that DE-FEM recovers the same rate of convergence as the standard FEM with matching meshes, and we also compare the new approach to X/GFEM.
引用
收藏
页码:1589 / 1613
页数:25
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