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master's thesis
Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru
diplomski rad
Split, Coimbra, Portugal: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2017. urn:nbn:hr:123:464209
Faldić, Tonko
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Metal and Timber Structures
Portugal: University of Coimbra
Portugal: Faculty of Sciences and Technology in Coimbra
Portugal: Department of Civil Engineering

Institutional repository: FCEAG Repository

Cite this document

Faldić, T. (2017). Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Coimbra, Portugal: Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:464209

Faldić, Tonko. "Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra, 2017. https://urn.nsk.hr/urn:nbn:hr:123:464209

Faldić, Tonko. "Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra, 2017. https://urn.nsk.hr/urn:nbn:hr:123:464209

Faldić, T. (2017). 'Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra, accessed 27 December 2024, https://urn.nsk.hr/urn:nbn:hr:123:464209

Faldić T. Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; Coimbra, Portugal: Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra; 2017 [cited 2024 December 27] Available at: https://urn.nsk.hr/urn:nbn:hr:123:464209

T. Faldić, "Analiza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split; Portugal: University of Coimbra, Portugal: Faculty of Sciences and Technology in Coimbra, Coimbra, Portugal, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:123:464209

Metadata
TitleAnaliza nosivosti čeličnog stupa izloženog lokaliziranom požaru : diplomski rad
Title (english)Structural analysis of the steel column exposed to a localised fire : Master's Thesis
AuthorTonko Faldić
MentorNeno Torić (mentor)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Metal and Timber Structures)
Split
GranterPortugal: University of Coimbra
Portugal: Faculty of Sciences and Technology in Coimbra
(Portugal: Department of Civil Engineering)
Coimbra, Portugal
Defense date and country2017-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom diplomskom radu prikazana je analiza nosivosti čeličnog stupa izloženog djelovanju lokaliziranog požara. Budući da EN 1991-1-2(2002) ne propisuje pojednostavljeni postupak proračuna provođenja topline za vertikalne elemente, izrađen je CFD model na temelju prethodno provedenih požarnih eksperimenata. Na temelju CFD modela izrađen je model provođenja topline za lokalizirani požar kao i za ISO krivulju temperature-vrijeme. Naposlijetku, nelinearnim statičkim proračunom prikazana je analiza nosivosti čeličnog stupa u uvjetima lokaliziranog požara kao i pod djelovanjem visokih temperatura u obliku standardne požarne krivulje. Usporedba između lokaliziranog požara i model standardnog požara pokazuje da lokalizirani požar, ovisno o veličini opterećenja, može dovesti do ranijeg otkazivanja stupa.
Abstract (english)
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 ISO temperature-time curve respectively. Finally, nonlinear structural analysis of the steel column has been carried out for the localised fire scenario, as well as for the ISO temperature time curve. The comparison between the localised fire and ISO fire exposure points put that localised fire, depending on the level of external load, can lead to earlier failure of the column.
Keywords
Keywords (english)
Languageenglish
URN:NBNurn:nbn:hr:123:464209
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Metalne konstrukcije II. Ovaj diplomski rad je dijelom izrađen na Fakultetu znanosti i tehnologije Sveučilišta u Coimbri, Portugal, a obranjen na Fakultetu građevinarstva, arhitekture i geodezije Sveučilišta u Splitu. Voditelj diplomskog rada na Sveučilištu u Coimbri u Portugalu: Aldina Santiago.
Created on2017-10-23 12:28:05