Abstract:
The element-free Galerkin method for dynamic crack propagation is described and applied to several
problems. This method is a gridless method, which facilitates the modelling of growing crack problems
because it does not require remeshing; the growth of the crack is modelled by extending its surfaces. The
essential feature of the method is the use of moving least-squares interpolants for the trial-and-test functions.
In these interpolants, the dependent variable is obtained at any point by minimizing a weighted quadratic
form involving the nodal variables within a small domain surrounding the point. The discrete equations are
obtained by a Galerkin method. The procedures for modelling dynamic crack propagation based on
dynamic stress intensity factors are also described.
Citation:
Belytschko, T., & Tabbara, M. (1996). DYNAMIC FRACTURE USING ELEMENT‐FREE GALERKIN METHODS. International Journal for Numerical Methods in Engineering, 39(6), 923-938.