Coupled diffusion-damage modelling and the implications on failure due to strain localisation

DOI10.1016/S0020-7683(97)00304-1zbMath0936.74062OpenAlexW2002047610MaRDI QIDQ1282721

Bruno Gerard, Gilles Pijaudier-Cabot, Christian La Borderie

Publication date: 3 May 2000

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(97)00304-1

zbMATH Keywords

nonlinear diffusion equationmechanical loadingcrackingcalcium ionschemical attack kineticsincrease of porositypore solution ionsscalar damage constitutive relationunderground cement-based structures

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20)

Related Items (8)

Multiscale/Multiphysics Model for Concrete ⋮ Modeling of cementitious materials exposed to isothermal calcium leaching, considering process kinetics and advective water flow. I: Theoretical model ⋮ Computational coupling of moisture diffusion and mechanical deformation in polymer matrix composites ⋮ REDUCED ORDER MULTISCALE ANALYSIS OF MOISTURE DEGRADATION IN COMPOSITE MATERIALS ⋮ Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation. ⋮ Modeling deterioration of cementitious materials exposed to calcium leaching in non-isothermal conditions ⋮ An approach for modelling concrete spalling in finite strains ⋮ Chemo-mechanical phase-field modeling of dissolution-assisted fracture

This page was built for publication: Coupled diffusion-damage modelling and the implications on failure due to strain localisation