Pages that link to "Item:Q1737030"

The following pages link to Coupled thermo-mechanical interface model for concrete failure analysis under high temperature (Q1737030):

Displaying 14 items.

• 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)
• Virtual elements and zero thickness interface-based approach for fracture analysis of heterogeneous materials (Q1986189) (← links)
• Coupled thermo-hydro-mechanical-phase field modeling for fire-induced spalling in concrete (Q2072445) (← links)
• Development of the four-dimensional lattice spring model for thermo-mechanical fracturing and large deformation of solids (Q2128005) (← 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)
• EFFECT OF ELEVATED TEMPERATURE ON CONCRETE STRUCTURES BY BOUNDARY ELEMENTS (Q2971721) (← links)
• Gradient enhanced thermo‐mechanical damage model for concrete at high temperatures including transient thermal creep (Q4667875) (← 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)
• Model-free chemomechanical interfaces: history-dependent damage under transient mass diffusion (Q6609801) (← links)