partition of unity;
extended finite element method;
dynamic crack propagation;
cohesive model;
D O I:
10.3166/remn.16.183-198
中图分类号:
O3 [力学];
学科分类号:
08 ;
0801 ;
摘要:
This paper presents an application of the eXtended Finite Element Method for numerical modeling of the dynamic cracks propagation. The numerical cracks representation is adapted to the time-dependent mechanical formulation, using the Heaviside step function for completely cutted elements and the cohesive model for crack tips. In order to find the propagation parameters, a crack evolution model is proposed. The numerical implementation is achieved in new explicit FE module. A numerical example is proposed for proving the computational efficiency of this new module.