Reference : Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3
Scientific journals : Article
Engineering, computing & technology : Materials science & engineering
http://hdl.handle.net/2268/40327
Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3
English
Vila Real, Paulo mailto [ > > ]
Lopes, Nuno mailto [> > > >]
da Silva, Luis Simoes mailto [> > > >]
Piloto, Paulo [> > > >]
Franssen, Jean-Marc mailto [Université de Liège - ULg > Département Argenco : Secteur SE > Ingénierie du feu >]
Feb-2004
Fire Safety Journal
Elsevier Sci Ltd
39
1
23-39
Yes (verified by ORBi)
International
0379-7112
Oxford
[en] beam-column ; buckling ; torsional-buckling ; fire ; Eurocode 3 ; numerical modelling
[en] This paper presents a numerical study of the behaviour of steel I-beams subjected to fire and a combination of axial force and bending moments. A geometrical and material non-linear finite element program, specially established in Liege for the analysis of structures submitted to fire, has been used to determine the resistance of a beam-column at elevated temperature, using the material properties of Eurocode 3, part 1-2. The numerical results have been compared with those obtained with the Eurocode 3, part 1-2 (1995) and the new version of the same Eurocode (2002). The results have confirmed that the new proposal for Eurocode 3 (2002) is more conservative than the ENV-EC3 (1995) approach. (C) 2003 Elsevier Ltd. All rights reserved.
Researchers ; Professionals
http://hdl.handle.net/2268/40327
10.1016/j.firesaf.2003.07.002
(C) 2003 Elsevier Ltd. All rights reserved.

File(s) associated to this reference

Fulltext file(s):

FileCommentaryVersionSizeAccess
Open access
2004 Numerical modelling of steel beam-columns in case of fire - comparisons with eurocode 3.pdf(C) 2003 Elsevier Ltd. All rights reserved.Author postprint1.06 MBView/Open

Bookmark and Share SFX Query

All documents in ORBi are protected by a user license.