Linearization of quasistatic fracture evolution in brittle materials
Manuel Friedrich, Pascal Steinke, Kerrek Stinson

TL;DR
This paper establishes that as material stiffness increases, the nonlinear quasistatic fracture evolution converges to a linear elastic fracture growth model, without assuming specific crack geometries.
Contribution
It proves a linearization result for quasistatic fracture evolution in nonlinear elasticity, extending static linearization to an evolutionary setting without geometric assumptions.
Findings
Rescaled displacement fields converge to linear elasticity solutions.
Crack sets converge to those of linear fracture growth.
Results hold without a priori crack geometry assumptions.
Abstract
We prove a linearization result for quasistatic fracture evolution in nonlinear elasticity. As the stiffness of the material tends to infinity, we show that rescaled displacement fields and their associated crack sets converge to a solution of quasistatic crack growth in linear elasticity without any a priori assumptions on the geometry of the crack set. This result corresponds to the evolutionary counterpart of the static linearization result by the first author, where a Griffith model for nonsimple brittle materials has been considered featuring an elastic energy which also depends suitably on the second gradient of the deformations. The proof relies on a careful study of unilateral global minimality, as determined by the nonlinear evolutionary problem, and its linearization together with a variant of the jump transfer lemma in GSBD.
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Taxonomy
TopicsElasticity and Wave Propagation · Geotechnical and Geomechanical Engineering · High-Velocity Impact and Material Behavior
