Pregled bibliografske jedinice broj: 914965
Structural analysis of a steel column exposed to a localized fire
Structural analysis of a steel column exposed to a localized fire // Electronic journal of the Faculty of Civil Engineering Osijek - e-GFOS, 15 (2017), 4; 1-12 doi:10.13167/2017.15.1 (domaća recenzija, članak, znanstveni)
CROSBI ID: 914965 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Structural analysis of a steel column exposed to a localized fire
Autori
Faldić, Tonko ; Craveiro, Helder ; Santiago, Aldina ; Torić, Neno
Izvornik
Electronic journal of the Faculty of Civil Engineering Osijek - e-GFOS (1847-8948) 15
(2017), 4;
1-12
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
fire modeling ; localized fire ; heat transfer ; structural analysis ; nonlinear analysis ; steel
Sažetak
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.
Izvorni jezik
Engleski
Znanstvena područja
Kemija
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Neno Torić
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Emerging Sources Citation Index (ESCI)