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An explicit dynamics extended finite element method. Part 1: Mass lumping for arbitrary enrichment functions
This paper presents a general mass lumping technique for explicit dynamics simulations using the eXtended Finite Element Method with arbitrary enrichment functions. The proposed mass lumping technique is a generalization of previously published results for cracks and holes. Time step estimates are s...
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Published in: | Computer methods in applied mechanics and engineering 2009-06, Vol.198 (30), p.2297-2317 |
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container_title | Computer methods in applied mechanics and engineering |
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creator | Elguedj, T. Gravouil, A. Maigre, H. |
description | This paper presents a general mass lumping technique for explicit dynamics simulations using the eXtended Finite Element Method with arbitrary enrichment functions. The proposed mass lumping technique is a generalization of previously published results for cracks and holes. Time step estimates are studied for crack singular enrichment functions and for hole enrichment. In both cases, we show that the critical time step does not tend to zero and is of the same order as that of the same unenriched element. The performance of the method is demonstrated on several numerical examples that compare well with classical finite elements and previously published X-FEM results. |
doi_str_mv | 10.1016/j.cma.2009.02.019 |
format | article |
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subjects | Computational techniques Engineering Sciences Enrichment Exact sciences and technology Explicit dynamics Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Mass lumping Mathematical methods in physics Mechanics Physics Solid mechanics Structural and continuum mechanics X-FEM |
title | An explicit dynamics extended finite element method. Part 1: Mass lumping for arbitrary enrichment functions |
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