A phenomenological constitutive model for rocks with shear failure mode

DOI10.1002/nag.135zbMath0993.74042OpenAlexW2073765573MaRDI QIDQ2729198

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Publication date: 18 July 2001

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.135

zbMATH Keywords

marblestrain localizationshear bandshear failurestrain softeninggranitestress-strain behaviourphenomenological constitutive modelelastic modulus degradationrock model

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Soil and rock mechanics (74L10)

Related Items (1)

Effects of model scale and particle size on micro-mechanical properties and failure processes of rocks-A particle mechanics approach

Cites Work

• Non-normality and bifurcation in a compressible pressure-sensitive circular cylinder under axisymmetric tension and compression
• Strain localisation modelling and pore pressure in saturated sand samples
• Constitutive model with strain softening
• Bifurcations of compressible pressure-sensitive materials in plane strain tension and compression
• Micromechanics modelling for stress–strain behaviour of brittle rocks

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