Journal
COMPTES RENDUS MECANIQUE
Volume 343, Issue 2, Pages 143-154Publisher
ELSEVIER FRANCE-EDITIONS SCIENTIFIQUES MEDICALES ELSEVIER
DOI: 10.1016/j.crme.2014.09.009
Keywords
Localized failure; Diffuse failure; Second order work; Granular materials; Clusters; Microstructural instability; Shear band; Contacts aggregates; Mesoscale; Self-organization; Discrete element method; Proportional loading path
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The present paper is concerned with the analysis of microstructural instabilities in granular materials and with their relation to both macroscopic localized and diffuse failure modes. A discrete-element (DEM) computer simulation of deformations in an idealized two-dimensional frictional particle assembly subject to various biaxial loadings notably drained compression and proportional strain paths is proposed as a prototype model to investigate the underlying physics of material failure. Based on the transfer of the second-order work criterion to the microscopic level, we seek for contacts tagged as c(-) within the granular assembly that undergo instabilities during loading history. The DEM computations yield a description of failure as a microstructural self-organization process by which c(-) contacts aggregate into clusters which can either grow or breakdown as the network of contacts adjusts itself to externally applied loads during deformation history. It is proposed here that there is a close relation between the clustering of c(-) contacts and the resulting failure mode based on cluster size and spatial distribution. Localized deformations are found to correlate well with sustained growth of the above clusters, while diffuse failure has more to do with smaller clusters experiencing suppressed development A comprehensive statistical analysis on the clusters lends support to this conclusion. (C) 2015 Academie des sciences. Published by Elsevier Masson SAS. All rights reserved.
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