Smooth Crack Band Model—A Computational Paragon Based on Unorthodox Continuum Homogenization

Author:

Zhang Yupeng1,Bažant Zdeněk P.2

Affiliation:

1. Northwestern University Department of Civil and Environmental Engineering, , 2145 Sheridan Road, Evanston, IL 60208

2. Northwestern University McCormick Institute Professor and W.P. Murphy Professor of Civil and Mechanical Engineering and Materials Science, , 2145 Sheridan Road, CEE/A135, Evanston, IL 60208

Abstract

Abstract The crack band model, which was shown to provide a superior computational representation of fracture of quasibrittle materials (in this journal, May 2022), still suffers from three limitations: (1) The material damage is forced to be uniform across a one-element wide band because of unrestricted strain localization instability; (2) the width of the fracture process zone is fixed as the width of a single element; and (3) cracks inclined to rectangular mesh lines are represented by a rough zig-zag damage band. Presented is a generalization that overcomes all three, by enforcing a variable multi-element width of the crack band front controlled by a material characteristic length l0. This is achieved by introducing a homogenized localization energy density that increases, after a certain threshold, as a function of an invariant of the third-order tensor of second gradient of the displacement vector, called the sprain tensorη, representing (in isotropic materials) the magnitude of its Laplacian (not expressible as a strain-gradient tensor). The continuum free energy density must be augmented by additional sprain energy Φ(l0η), which affects only the postpeak softening damage. In finite element discretization, the localization resistance is effected by applying triplets of self-equilibrated in-plane nodal forces, which follow as partial derivatives of Φ(l0η). The force triplets enforce a variable multi-element crack band width. The damage distribution across the fracture process zone is non-uniform but smoothed. The standard boundary conditions of the finite element method apply. Numerical simulations document that the crack band propagates through regular rectangular meshes with virtually no directional bias.

Funder

Army Research Office

Division of Civil, Mechanical and Manufacturing Innovation

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

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