A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures

DOI10.1016/j.ijheatmasstransfer.2007.09.021zbMath1144.80304OpenAlexW2006084313MaRDI QIDQ929812

Benoît Bary, Guillaume Ranc, Olivier Carpentier, Sabine Durand

Publication date: 18 June 2008

Published in: International Journal of Heat and Mass Transfer (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijheatmasstransfer.2007.09.021

zbMATH Keywords

modelingdamageconcretenumerical simulationsthermo-hydro-mechanical couplingwater transfers

Mathematics Subject Classification ID

Related Items (1)

Coupled thermo-hygro-mechanical damage model for concrete subjected to high temperatures

Cites Work

• Unnamed Item
• Micromechanical approach to the coupling between permeability and damage
• Overall moduli of solids with microcracks: load-induced anisotropy
• Poromechanics of freezing materials
• Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part II: shrinkage and creep of concrete
• Transformation field analysis of inelastic composite materials
• Coupling between anisotropic damage and permeability variation in brittle rocks
• Microporomechanics
• Thermodynamic approach to effective stress in partially saturated porous media
• Random heterogeneous materials. Microstructure and macroscopic properties
• An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: Formulation.
• An explicit and universally applicable estimate for the effective properties of multiphase composites which accounts for inclusion distribution

This page was built for publication: A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures