Pages that link to "Item:Q929812"

The following pages link to A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures (Q929812):

Displaying 17 items.

• Environmentally motivated modeling of hygro-thermally induced stresses in the layered limestone masonry structures: physical motivation and numerical modeling (Q665857) (← links)
• Coupled shrinkage and damage analysis of autoclaved aerated concrete (Q669715) (← links)
• Coupled model of hygro-thermal behavior of concrete during fire (Q930691) (← links)
• Towards prediction of the thermal spalling risk through a multi-phase porous media model of concrete (Q996668) (← links)
• Coupled thermo-mechanical interface model for concrete failure analysis under high temperature (Q1737030) (← links)
• Coupled thermo-hydro-mechanical-phase field modeling for fire-induced spalling in concrete (Q2072445) (← links)
• Coupled thermo-hygro-mechanical damage model for concrete subjected to high temperatures (Q2376178) (← links)
• Comments to the paper ``An application of a damage constitutive model to concrete at high temperature and prediction of spalling'' (Q2382504) (← links)
• Reply to comments to the paper ``An application of a damage constitutive model to concrete at high temperature and prediction of spalling'' by Rosen Tenchev and Phil Purnell [Int. J. Solids Struct. 42 (26) (2005) 6550-6565] (Q2382507) (← links)
• Analysis of coupled transport phenomena in concrete at elevated temperatures (Q2451310) (← links)
• A coupled damage-plasticity model for concrete based on thermodynamic principles. II: Non-local regularization and numerical implementation (Q2856209) (← links)
• Simulation of damage-permeability coupling in hygro-thermo-mechanical analysis of concrete at high temperature (Q4329433) (← links)
• Gradient enhanced thermo‐mechanical damage model for concrete at high temperatures including transient thermal creep (Q4667875) (← links)
• Thermo‐hygro‐mechanical analysis of concrete (Q4860921) (← links)
• Research on Algorithm and Coupling Damage Model of Rock Under High Temperature and Loading Based on Mohr–Coulomb Criterion (Q5084351) (← links)
• A coupled chemo‐thermo‐hygro‐mechanical model of concrete at high temperature and failure analysis (Q5435738) (← links)
• Numerical implementation of temperature and creep in mass concrete. (Q5940785) (← links)