Structural analysis of a steel column exposed to a localized fire (CROSBI ID 245996)
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Podaci o odgovornosti
Faldić, Tonko ; Craveiro, Helder ; Santiago, Aldina ; Torić, Neno
engleski
Structural analysis of a steel column exposed to a localized fire
This paper presents an investigation on the structural analysis of a steel column exposed to a localized fire. Because EN 1991-1-2 does not provide a simplified method to calculate heat transfer to vertical elements, a CFD (Computational Fluid Dynamics) model of a localized fire is developed, based on previously conducted experiments. Furthermore, a heat transfer analysis was performed based on the results of CFD modeling and for the ISO temperature–time curve. Finally, a nonlinear structural analysis of the steel column was conducted for the localized fire scenario, as well as for the ISO temperature–time curve. A comparison between the localized fire and ISO fire exposure points indicates that localized fires can cause earlier failure of a column, depending on the level of external load.
fire modeling ; localized fire ; heat transfer ; structural analysis ; nonlinear analysis ; steel
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Podaci o izdanju
15 (4)
2017.
1-12
objavljeno
1847-8948
10.13167/2017.15.1
Povezanost rada
Kemija