A comprehensive study of nonlinear perturbations in the dynamics of planar crack fronts

TL;DR

This paper develops a second-order perturbation theory to analyze the nonlinear dynamics of planar crack fronts, providing explicit formulas for energy release rates that extend existing linear models to include nonlinear effects.

Contribution

It introduces a novel second-order perturbation framework for 3D elastic fields around crack fronts, capturing nonlinear effects beyond linear theories.

Findings

Derived explicit second-order expressions for local energy-release rates.

Extended models to include nonlinear dynamic effects of crack front perturbations.

Reconciled nonlinear results with known linear and quasi-static cases.

Abstract

The interaction of crack fronts with asperities is central to the criteria of fracture in heterogeneous materials and for predicting fracture surface formation. It is known how dynamic crack fronts respond to small, 1st-order, perturbations. However, large and localized disturbances to crack motion induce dynamic and geometric nonlinear effects beyond the existing linear theories. Because the determination of the 3D elastic fields surrounding perturbed crack fronts is a necessary step towards any theoretical study of crack front dynamics, we develop a 2nd-order perturbation theory for the asymptotic fields of planar crack fronts. Based on previous work, we consider two models of fracture. In the so-called scalar elastic model, which is analogous to anti-plane (Mode III) fracture, the stress and displacement fields are obtained through matched asymptotic expansions. A self-consistent expansion is used to resolve the fields near tensile (Mode I) crack fronts. Both methods can be extended to higher perturbation orders. The main results of this work are the explicit 2nd-order expressions of the local dynamic energy-release-rates for perturbations of straight fronts. These general formulae recover the known energy-release-rates of curved quasi-static fronts and of straight dynamic fronts.