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Stress concentrations around voids in three dimensions: The roots of failure

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posted on 2017-09-21, 16:14 authored by T. Davis, D. Healy, A. Bubeck, Richard Walker
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.

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Citation

Journal of Structural Geology, 2017, 102, pp.193-207

Author affiliation

/Organisation/COLLEGE OF SCIENCE AND ENGINEERING/Department of Geology

Version

  • VoR (Version of Record)

Published in

Journal of Structural Geology

Publisher

Elsevier

issn

0191-8141

eissn

1873-1201

Acceptance date

2017-07-30

Copyright date

2017

Available date

2017-09-21

Publisher version

http://www.sciencedirect.com/science/article/pii/S0191814117301542?via=ihub

Language

en

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