Modelling surface orientation and stress at failure of concrete and geological materials

DOI10.1002/NAG.557zbMath1119.74032OpenAlexW2062754691MaRDI QIDQ3424530

Howard L. Schreyer

Publication date: 2 March 2007

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.557

zbMATH Keywords

failure criteriaanisotropic failureisotropic failure

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Brittle fracture (74R10) Soil and rock mechanics (74L10)

Related Items (6)

Localised failure mechanism as the basis for constitutive modelling of geomaterials ⋮ Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity ⋮ Solving quasi‐static equations with the material‐point method ⋮ On the plastic wave speeds in rate-independent elastic-plastic materials with anisotropic elasticity ⋮ An enriched damage-frictional cohesive-zone model incorporating stress multi-axiality ⋮ Effect of deviatoric nonassociativity on the failure prediction for elastic-plastic materials

This page was built for publication: Modelling surface orientation and stress at failure of concrete and geological materials