Please use this identifier to cite or link to this item: http://hdl.handle.net/2381/40391
Title: Stress concentrations around voids in three dimensions: The roots of failure
Authors: Davis, T.
Healy, D.
Bubeck, A.
Walker, Richard
First Published: 3-Aug-2017
Publisher: Elsevier
Citation: Journal of Structural Geology, 2017, 102, pp.193-207
Abstract: We present stress concentration factors at the edges of 3D voids in uniaxial compression. Variations in these stress concentration factors due to Poisson's ratio of the host material, void shape, and void-void proximity are explicitly quantified. Voids loaded by a vertical compressive stress are hypothesised to fail in one or two ways: (1) tension crack development due to tensile stress concentrations at the void poles; or (2) compressive stress concentrations at the void sides causing the void wall to fail in shear. The stress concentration factors in this study are found using the numerical displacement discontinuity method. Equations are provided to assess the proximity of a void to the two hypothesised modes of failure. For 3D voids thinned in an axis that lies parallel to the compressive stress these have increasingly high stress concentrations at their sides. Changes in stress concentrations due to the Poisson's ratio of the matrix are minor, apart from for the intermediate stress at the void sides. Void shape, void separation, and void alignment are critical factors in the concentration of stresses. This suggests a significant departure from strength predictions for porous material that are based solely on scalar values of porosity.
DOI Link: 10.1016/j.jsg.2017.07.013
ISSN: 0191-8141
eISSN: 1873-1201
Links: http://www.sciencedirect.com/science/article/pii/S0191814117301542?via%3Dihub
http://hdl.handle.net/2381/40391
Version: Publisher Version
Status: Peer-reviewed
Type: Journal Article
Rights: Copyright © the authors, 2017. This is an open-access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Appears in Collections:Published Articles, Dept. of Geology

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