Abstract

Strain energy decomposition methods in phase field fracture models separate strain energy that contributes to fracture from that which does not. However, various decomposition methods have been proposed in the literature, and it can be difficult to determine an appropriate method for a given problem. The goal of this work is to facilitate the choice of strain decomposition method by assessing the performance of three existing methods (spectral decomposition of the stress or the strain and deviatoric decomposition of the strain) and one new method (deviatoric decomposition of the stress) with several benchmark problems. In each benchmark problem, we compare the performance of the four methods using both qualitative and quantitative metrics. In the first benchmark, we compare the predicted mechanical behavior of cracked material. We then use four quasi-static benchmark cases: a single edge notched tension test, a single edge notched shear test, a three-point bending test, and a L-shaped panel test. Finally, we use two dynamic benchmark cases: a dynamic tensile fracture test and a dynamic shear fracture test. All four methods perform well in tension, the two spectral methods perform better in compression and with mixed mode (though the stress spectral method performs the best), and all the methods show minor issues in at least one of the shear cases. In general, whether the strain or the stress is decomposed does not have a significant impact on the predicted behavior.

Highlights

  • Phase field fracture models were first developed in the late 1990s, and have long been established as an efficient method for modeling brittle fracture

  • Phase field fracture models have been implemented in various finite element software tools, including ABAQUS (Msekh et al 2015), COMSOL (Zhou et al 2018), and the open source Multiphysics ObjectOriented Simulation Environment (MOOSE) framework (Chakraborty et al 2016; Zhang et al 2020)

  • The crack paths and crack length versus displacement curves from the single edge notched shear tests are similar for the deviatoric methods and for the spectral methods, but are distinct from each other

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Summary

Introduction

Phase field fracture models were first developed in the late 1990s, and have long been established as an efficient method for modeling brittle fracture. Their popularity is due to their remarkable ability to accurately represent various complex fracture phenomena in both 2D and 3D, including crack initiation, propagation, branching, and merging. The first phase field fracture models were developed between the late 1990s (Francfort and Marigo 1998; Bourdin et al 2000; Aranson et al 2000) and early 2000s (Karma et al 2001; Henry and Levine 2004; Kuhn and Müller 2008; Hakim and Karma 2009). Phase field fracture models have been implemented in various finite element software tools, including ABAQUS (Msekh et al 2015), COMSOL (Zhou et al 2018), and the open source MOOSE framework (Chakraborty et al 2016; Zhang et al 2020)

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