Structural analysis of the steel column exposed to a localised fire (CROSBI ID 412943)
Ocjenski rad | diplomski rad
Podaci o odgovornosti
Faldić, Tonko
Torić, Neno
engleski
Structural analysis of the steel column exposed to a localised fire
This thesis presents structural analysis of the steel column exposed to a localised fire. Since EN 1991-1-2(2002) doesn’t provide simplified method to calculate heat transfer to the vertical elements, the CFD model of a localised fire is made, based on previously conducted experiments. Furthermore, heat transfer was calculated based on CFD model so as for standard temperature-time curverespectively. Finally, nonlinear structural analysis of the steel column has been carried out for the localised fire scenario, as well as for the standard temperature time curve.
Fire modelling ; CFD ; localised fire ; standard temperature-fire curve ; heat transfer ; structural analysis ; nonlinearity ; imperfections ; steel column
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Podaci o izdanju
101
21.09.2017.
obranjeno
Podaci o ustanovi koja je dodijelila akademski stupanj
Fakultet građevinarstva, arhitekture i geodezije u Splitu
Split