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Issue title: Dedicated to Eugene Sevin
Article type: Research Article
Authors: Zi, Goangseup | Chen, Hao | Xu, Jingxiao | Belytschko, Ted
Affiliations: Department of Civil and Environmental Engineering, Korea University, 5 Ga 1, An-Am Dong, Sung-Buk Gu, Seoul, 136-701, Korea | Livermore Software Technology Corporation, 7374 Las Positas Road, Livermore, CA 94550, USA | Department of Mechanical Engineering, Northwestern University, 2145 Sheridan Road, Evanston, IL 60208-3111, USA
Note: [] Corresponding author: Walter P. Murphy Professor of Mechanical Engineering, Northwestern University, 2145 Sheridan Road, Evanston, IL 60208-3111, USA. E-mail: tedbelytschko@northwestern.edu
Abstract: 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.
Keywords: extended finite element method, level sets, growing cracks, dynamic fracture
Journal: Shock and Vibration, vol. 12, no. 1, pp. 9-23, 2005
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