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On the use of space-time finite elements in the solution of elasto-dynamic fracture problems

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Abstract

The use of a discontinuous Galerkin (DG) formulation for the solution of dynamic fracture problems in linear elastic media with and without cohesive zones is explored. The results are compared with closed-form as well as numerical solutions available from the literature. The effectiveness of the space-time finite element method in the study of dynamic fracture problems is demonstrated, especially in those cases in which dynamic fracture occurs along with time discontinuous loading.

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Authors and Affiliations

  1. Department of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, FL, 33620, USA

    Hao Huang

  2. Engineering Science and Mechanics Department, The Pennsylvania State University, 212 Earth and Engineering Sciences Building, University Park, PA, 16802, USA

    Francesco Costanzo

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  1. Hao Huang
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  2. Francesco Costanzo
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Correspondence to Hao Huang.

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Huang, H., Costanzo, F. On the use of space-time finite elements in the solution of elasto-dynamic fracture problems. International Journal of Fracture 127, 119–146 (2004). https://doi.org/10.1023/B:FRAC.0000035071.30893.bb

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