Abstract

Gradient damage models can be acknowledged as a unified framework of dynamic brittle fracture. As a phase-field approach to fracture, they are gaining popularity over the last few years in the computational mechanics community. This paper concentrates on a better understanding of these models. We will highlight their properties during the initiation and propagation phases of defect evolution. The variational ingredients of the dynamic gradient damage model are recalled. Temporal discretization based on the Newmark- $$\beta $$ scheme is performed. Several energy release rates in gradient damage models are introduced to bridge the link from damage to fracture. An antiplane tearing numerical experiment is considered. It is found that the phase-field crack tip is governed by the asymptotic Griffith’s law. In the absence of unstable crack propagation, the dynamic gradient damage model converges to the quasi-static one. The defect evolution is in quantitative accordance with the linear elastic fracture mechanics predictions. These numerical experiments provide a justification of the dynamic gradient damage model along with its current implementation, when it is used as a phase-field model for complex real-world dynamic fracture problems.

Highlights

  • Gradient damage models can be acknowledged as a unified framework of dynamic brittle fracture

  • We will present and discuss a particular numerical experiment tailored to highlight the properties of the dynamic gradient damage model while focusing on the initiation and propagation phases of defect evolution

  • In this paper further physical insights into the dynamic gradient damage model are provided via a simple antiplane tearing experiment

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Summary

Introduction

Gradient damage models can be acknowledged as a unified framework of dynamic brittle fracture. This paper concentrates on a better understanding of these models We will highlight their properties during the initiation and propagation phases of defect evolution. Conclusion: These numerical experiments provide a justification of the dynamic gradient damage model along with its current implementation, when it is used as a phase-field model for complex real-world dynamic fracture problems. Contrary to a sharp interface description of cracks, in the gradient damage approach the introduction of a continuous phase field regularizes displacement discontinuities which are replaced by strain localizations within a finite band. It turns out that in such process the total energy in the gradient damage model converges in a certain sense to the Griffith functional defined in the variational approach to fracture [2].

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