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The Extended Finite Element Method for Dynamic Fractures
oleh: Goangseup Zi, Hao Chen, Jingxiao Xu, Ted Belytschko
Format: | Article |
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Diterbitkan: | Hindawi Limited 2005-01-01 |
Deskripsi
A method for modelling arbitrary growth of dynamic cracks without remeshing is presented. The method is based on a local partition of unity. It is combined with level sets, so that the discontinuities can be represented entirely in terms of nodal data. This leads to a simple method with clean data structures that can easily be incorporated in general purpose software. Results for a mixed-mode dynamic fracture problem are given to demonstrate the method.