Abstract
This paper is devoted to the introduction of a new variant of the extended finite element method (Xfem) for the approximation of elastostatic fracture problems. This variant consists in a reduced basis strategy for the definition of the crack tip enrichment. It is particularly adapted when the asymptotic crack-tip displacement is complex or even unknown. We give a mathematical result of quasi-optimal a priori error estimate and some computational tests including a comparison with some other strategies. © EDP Sciences, 2009.
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Chahine, E., Laborde, P., & Renard, Y. (2009). A reduced basis enrichment for the extended finite element method. Mathematical Modelling of Natural Phenomena, 4(1), 88–105. https://doi.org/10.1051/mmnp/20094104
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