The 1/r singularity in weakly nonlinear fracture mechanics
Eran Bouchbinder, Ariel Livne, Jay Fineberg

TL;DR
This paper develops a weakly nonlinear fracture mechanics theory that incorporates a 1/r singularity at the crack tip, providing better quantitative agreement with experiments and maintaining core principles like path independence of the J-integral.
Contribution
It introduces a second-order displacement-gradient expansion in fracture mechanics, showing the necessity of the 1/r singularity and preserving the fundamental properties of the linear theory.
Findings
The 1/r singularity is necessary and consistent in the weakly nonlinear theory.
The weakly nonlinear J-integral remains path-independent and equals the linear elastic value.
The theory aligns well with experimental measurements near crack tips.
Abstract
Material failure by crack propagation essentially involves a concentration of large displacement-gradients near a crack's tip, even at scales where no irreversible deformation and energy dissipation occurs. This physical situation provides the motivation for a systematic gradient expansion of general nonlinear elastic constitutive laws that goes beyond the first order displacement-gradient expansion that is the basis for linear elastic fracture mechanics (LEFM). A weakly nonlinear fracture mechanics theory was recently developed by considering displacement-gradients up to second order. The theory predicts that, at scales within a dynamic lengthscale from a crack's tip, significant displacements and displacement-gradient contributions arise. Whereas in LEFM the singularity generates an unbalanced force and must be discarded, we show that this singularity not…
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