2012
DOI: 10.1016/j.compstruc.2011.10.021
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Phantom-node method for shell models with arbitrary cracks

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Cited by 244 publications
(73 citation statements)
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“…Note that, efficient mass lumping schemes have meanwhile been proposed for XFEM [171,172] (and XEFG [173]). (iv) Based on the full interpolation basis of the overlapping elements, the Hansbo-XFEM can straightforwardly integrate enhanced techniques that are more difficult to integrate in an enriched XFEM formulation [174]. (v) The implementation of the Hansbo XFEM is simpler.…”
Section: Phantom Nodementioning
confidence: 99%
“…Note that, efficient mass lumping schemes have meanwhile been proposed for XFEM [171,172] (and XEFG [173]). (iv) Based on the full interpolation basis of the overlapping elements, the Hansbo-XFEM can straightforwardly integrate enhanced techniques that are more difficult to integrate in an enriched XFEM formulation [174]. (v) The implementation of the Hansbo XFEM is simpler.…”
Section: Phantom Nodementioning
confidence: 99%
“…Numerically, the standard FSDT-based finite elements are too stiff and lead to shear locking. To treat this phenomenon, some improved techniques such as reduced integration [26], mixed interpolation of tensorial components (MITC) [27,28], discrete shear gap (DSG) [17] elements, etc. were adopted.…”
mentioning
confidence: 99%
“…The phantom-node method was extended by Rabczuk et al [19] to model crack tips within an element, for triangular and quadrilateral elements. Chau-Dinh et al [24] applied the phantom node method to shell models with arbitrary cracks.…”
Section: The Phantom Node Methodsmentioning
confidence: 99%