An eigenerosion approach to brittle fracture
Authors:
- 1 June 2012
- journal article
- research article
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 92 (8) , 694-714
Abstract
SUMMARY: The present work is concerned with the verification and validation of a variant of the eigenfracture scheme of Schmidt et al. (2009) based on element erosion, which we refer to aseigenerosion. Eigenerosion is derived from the general eigenfracture scheme by restricting the eigendeformations in a binary sense: they can be either zero, in which case the local behavior is elastic, or they can be equal to the local displacement gradient, in which case the corresponding material neighborhood is failed oreroded. When combined with a finite‐element approximation, this scheme gives rise toelement erosion, i.e., the elements can be either intact, in which case their behavior is elastic, or be completly failed, or eroded, and have no load bearing capacity. We verify the eigenerosion scheme through comparisons with analytical solutions and through convergence studies for mode I fracture propagation, both in two and three dimensions and for structured and random meshes. Finally, by way of validation, we apply the eigenerosion scheme to the simulation of mixed modes I–III experiments in poly‐methyl methacrylate plates.Copyright © 2012 John Wiley & Sons, Ltd.Keywords
This publication has 32 references indexed in Scilit:
- Rigorous model-based uncertainty quantification with application to terminal ballistics, part I: Systems with controllable inputs and small scatterJournal of the Mechanics and Physics of Solids, 2012
- Rigorous model-based uncertainty quantification with application to terminal ballistics—Part II. Systems with uncontrollable inputs and large scatterJournal of the Mechanics and Physics of Solids, 2012
- Verification and validation of the Optimal Transportation Meshfree (OTM) simulation of terminal ballisticsInternational Journal of Impact Engineering, 2012
- Quasi-brittle fracture during structural impact of AA7075-T651 aluminium platesInternational Journal of Impact Engineering, 2010
- Epsilon‐stable quasi‐static brittle fracture evolutionCommunications on Pure and Applied Mathematics, 2009
- Numerical implementation of the variational formulation for quasi-static brittle fractureInterfaces and Free Boundaries, Mathematical Analysis, Computation and Applications, 2007
- Convergence of Nonlocal Finite Element Energies for Fracture MechanicsNumerical Functional Analysis and Optimization, 2007
- Existence and convergence for quasi‐static evolution in brittle fractureCommunications on Pure and Applied Mathematics, 2003
- Non-local approximation of the Mumford-Shah functionalCalculus of Variations and Partial Differential Equations, 1997
- The thermodynamics of elastic materials with heat conduction and viscosityArchive for Rational Mechanics and Analysis, 1963