A stable numerical framework for long-time dynamic crack analysis

doi:10.1016/j.ijsolstr.2024.112768

2024-05-01

PRE

屈文镇 (Wenzhen Qu)

Yan Gu *

Chia‐Ming Fan

DOI：10.1016/j.ijsolstr.2024.112768

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摘要

En 中文

This paper introduces a stable numerical framework designed to address dynamic crack problems over long-time intervals. The initial step involves the temporal discretization of the governing dynamic equilibrium equations using the arbitrary order Krylov deferred correction method. To ensure precise boundary condition matching, a novel numerical implementation is incorporated into the Krylov deferred correction technique. Subsequently, the resulting system of spatial partial differential equations at each time node is solved using the meshless generalized finite difference method with 4th-order expansions in regions close to the crack-tips and 2nd-order expansions in areas far from the crack-tips. This combined approach capitalizes on the strengths of both the Krylov deferred correction technique and the generalized finite difference method, enabling stable simulations of dynamic cracks with the large time step and without the need for mesh generation. Notably, we refine the collocation nodes near crack tips to attain accurate numerical results for displacement and stress field. Several numerical experiments involving diverse impact loadings are conducted to validate the developed framework. Furthermore, a comparison is made between the dynamic stress intensity factors obtained using our approach and those from existing methods.

Keyword:

Dynamic crack

Dynamic stress intensity factor

Fracture mechanics

Krylov deferred correction method

Generalized finite difference method