Abstract

This paper is devoted to the simulation of dynamic brittle crack propagation in an isotropic medium. It focuses on cases where the crack deviates from a straight-line trajectory and goes through stop-and-restart stages. Our argument is that standard methods such as element deletion or remeshing, although easy to use and implement, are not robust tools for this type of simulation essentially because they do not enable one to assess local energy conservation. Standard cohesive zone models behave much better when the crack’s path is known in advance, but are difficult to use when the crack’s path is unknown. The simplest method which consists in placing the cohesive segments along the sides of the finite elements leads to crack trajectories which are mesh-sensitive. The adaptive cohesive element formulation, which adds new cohesive elements when the crack propagates, is shown to have the proper energy conservation properties during remeshing. We show that the X-FEM is a good candidate for the simulation of complex dynamic crack propagation. A two-dimensional version of the proposed X-FEM approach is validated against dynamic experiments on a brittle isotropic plate.

Highlights

  • The calculation of dynamic crack propagation remains a difficult challenge

  • This paper showed that the X-FEM is an interesting tool for the simple and efficient simulation of dynamic crack propagation

  • Cohesive zone models are interesting for the interpretation of known crack paths, but are difficult to use and not yet very robust for unknown crack paths and coarse meshes

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Summary

Introduction

The calculation of dynamic crack propagation remains a difficult challenge. Many contributions have been made on this topic. X-FEM simulation of dynamic crack propagation was first presented by Krysl and Belytschko [25]. We present three usual calculation strategies for the simulation of dynamic crack propagation: element deletion, remeshing, and the use of cohesive zone elements. We explain the good quality of the dynamic crack propagations obtained using the X-FEM by applying the conservation of energy principle and proving mathematically that the X-FEM method guarantees exact energy conservation when the crack propagates. This proof is valid for the adaptive cohesive zone formulation of dynamic fracture problems using constant strain finite elements. We apply the X-FEM to the prediction of a crack’s propagation in a simple experiment involving a complex crack path with kinks and a stop-and-restart history

Global and local approach of rupture
The global energy approach to rupture
Remeshing
Local damage models
X-FEM modeling of dynamic crack propagation
Calculation of the stress intensity factors
EÃ aux 1 þ d2ynK aux 2
Cohesive zone models
Application to the DCB virtual test
An original experiment
Description of the experiment and main results
X-FEM predictions
Conclusions
Full Text
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