Abstract
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.
Original language | English |
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Pages (from-to) | 1589-1613 |
Journal | International Journal for Numerical Methods in Engineering |
Volume | 112 |
Issue number | 11 |
DOIs | |
Publication status | Published - 2017 |
Keywords
- Cohesive cracks
- Fracture mechanics
- GFEM
- IGFEM
- Strong discontinuities
- XFEM