Abstract
The Element Free Galerkin (EFG) method is an alternative to the finite element method (FEM) which is an industrial standard tool for solving a wide variety of mechanics problems. However, for some highly nonlinear problems, some difficulties are not yet totally overcome. These difficulties generally arise from the inherent structure of the FEM and the topological knowledge it requires, namely the rigid connectivity defined by elements. In fracture problems, for instance, finite element edges provide natural lines along which cracks can grow. However, if the crack path is not known a priori, FEM requires remeshing in order to follow an arbitrary crack path.
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Ponthot, JP., Belytschko, T. (1999). A Combined Element-Free Galerkin Method/ Arbitrary Lagrangian-Eulerian Formulation for Dynamic Crack Propagation. In: Durban, D., Pearson, J.R.A. (eds) IUTAM Symposium on Non-linear Singularities in Deformation and Flow. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-4736-1_19
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DOI: https://doi.org/10.1007/978-94-011-4736-1_19
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