Pages that link to "Item:Q5301865"
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The following pages link to An anisotropic thermomechanical damage model for concrete at transient elevated temperatures (Q5301865):
Displaying 7 items.
- Continuum damage mechanics: Combining thermodynamics with a thoughtful characterization of the microstructure (Q1002750) (← links)
- Softening behavior of quasi-brittle material under full thermo-mechanical coupling condition: theoretical formulation and finite element implementation (Q1668756) (← links)
- Coupled thermo-mechanical interface model for concrete failure analysis under high temperature (Q1737030) (← 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)