Pages that link to "Item:Q4667875"
From MaRDI portal
The following pages link to Gradient enhanced thermo‐mechanical damage model for concrete at high temperatures including transient thermal creep (Q4667875):
Displaying 13 items.
- A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures (Q929812) (← links)
- Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation. (Q1415785) (← 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)
- A thermo-mechanical gradient enhanced damage method for fracture (Q1995002) (← links)
- A non-linear thermo-viscoelastic rheological model based on fractional derivatives for high temperature creep in concrete (Q2295164) (← 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)
- An application of a damage constitutive model to concrete at high temperature and prediction of spalling (Q2385972) (← 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)
- A coupled chemo‐thermo‐hygro‐mechanical model of concrete at high temperature and failure analysis (Q5435738) (← links)
