AN EXTENDED FINITE ELEMENT METHOD (X-FEM) FOR TWO- AND THREE-DIMENSIONAL CRACK MODELING
By Nicolas Moës, Natarajan Sukumar, Brian Moran, Ted Belytschko. 2000
78 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/a808491b425d738a02019229abc0b901194d2069
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Citations in the corpus
- A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM (2006, methodology): “• Nodal enrichment [4,5,16, 17 ,33,35]: the support of each mode is the one of a given nodal shape function i.e.: those elements surrounding a specific node, see Fig. 1b. Most of the formulations of this family, available in the literature, have been developed in the context of the partition of unit”
- A comparative study on the modelling of discontinuous fracture by means of enriched nodal and element techniques and interface elements (2009, methodology): “Belytschko and Black (1999) and Moës et al. (1999; 2000) applied the GFEM to linear elastic fracture mechanics problems, whereas Wells and Sluys (2001a) extended the method to cohesive cracks and Areias and Belytschko (2005) to three-dimensional crack propagation.”
- A survey on level set methods for inverse problems and optimal design (2005, background): “[100, 130] for extended finite element methods in different geometric situations.”