Nonlinear numerical analysis of reinforced concrete beams under high temperature
Data
2004Autorius
Geda, Edgaras
Kaklauskas, Gintaris
Bačinskas, Darius
Metaduomenys
Rodyti detalų aprašąSantrauka
Reinforced concrete structures subjected to fire will generally experience complex behaviour. This paper presents a strategy of numerical simulation of reinforced concrete members exposed to high temperatures and subjected to external loading. Finite element modelling of full load – deflection behaviour of experimental reinforced concrete beams reported in the literature has been carried out by the FE software ATENA. A constitutive model based on Eurocode 2 specifications has been used in the analysis. Comparison of numerical simulation and test results has been carried out.