Abstract

In recent years, cohesive-zone models have been formulated and used to numerically simulate the fracture of solid materials. Cohesive-zone models presented in the literature involve a ‘jump’ in the displacement field describing crack onset within a predefined interface network corresponding to interfaces between elements of the finite element (FE) mesh. The introduction of a virtual displacement jump is convenient to numerically manage micro-crack or void initiation, growth and coalescence. Until now, the forms of interface laws were mainly chosen in connection with the overall responses of specimens when subjected to standard loadings. In this study, a cohesive-zone model identification method is proposed based on the local material behaviour derived from kinematical measurements obtained by digital image correlation (DIC). A series of tensile loadings were performed for several damageable elastic-plastic materials on standard tensile specimens. Kinematical data analysis enabled early detection and tracking of the zone where the crack occurs. The results of this study highlight the potential of DIC to quantify damage and show how damage assessments can be inserted in cohesive-zone model identification.

Highlights

  • Cohesive-zone models (CZMs), which were first introduced through the pioneering work of Dugdale [1] and Barenblatt [2], are suitable for simulating fracture in a wide range of materials and accounting for heterogeneities at various scales from the grain up to the structure

  • In the cohesive/volumetric finite element framework, CZMs are introduced at interfaces between adjacent elements of a finite element discretization

  • The material behaviour is split into an incompressible elastic plastic bulk behaviour and a cohesive surface behaviour that sums up the damage effects

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Summary

Introduction

Cohesive-zone models (CZMs), which were first introduced through the pioneering work of Dugdale [1] and Barenblatt [2], are suitable for simulating fracture in a wide range of materials and accounting for heterogeneities at various scales from the grain up to the structure. In the cohesive/volumetric finite element framework, CZMs are introduced at interfaces between adjacent elements of a finite element discretization. We outline a simple, pragmatic method to identify the normal part of the cohesive law (1D approach).

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