A progressive damage 'continuum' model for granular materials

DOI10.1016/0045-7825(84)90029-XzbMath0513.73115OpenAlexW2088121029MaRDI QIDQ1050833

J. Blot

Publication date: 1984

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(84)90029-x

zbMATH Keywords

rockconcreteprogressive damagehydrostatic compression cap yield surfaces of plasticitymechanical behaviour of granular materialsprogressive fracturing theoryrate of damagerealistic constitutive modelshear behaviourstress and strain historyvolumetric behaviour

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Soil and rock mechanics (74L10) Brittle damage (74R05) Theory of constitutive functions in solid mechanics (74A20)

Related Items

A meshless approach to non-local damage modelling of concrete ⋮ Anisotropic damage-plasticity model for concrete ⋮ A damage mechanics constitutive theory for the inelastic behaviour of concrete

Cites Work

• On stable progressively fracturing solids
• A continuum model for plastic-brittle behaviour of rock and concrete
• Some remarks on path independence in the small in plasticity