The Extended Finite Element Method for Dynamic Fractures

oleh: Goangseup Zi, Hao Chen, Jingxiao Xu, Ted Belytschko

Format: Article
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.