Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3

Vila Real, Paulo; Lopes, Nuno; da Silva, Luis Simoes; Piloto, Paulo; Franssen, Jean-Marc

doi:10.1016/j.firesaf.2003.07.002

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Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3

Vila Real, Paulo; Lopes, Nuno; da Silva, Luis Simoes et al.

2004 • In Fire Safety Journal, 39 (1), p. 23-39

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https://hdl.handle.net/2268/40327

DOI
10.1016/j.firesaf.2003.07.002

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Keywords :

beam-column; buckling; torsional-buckling; fire; Eurocode 3; numerical modelling

Abstract :

[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.

Disciplines :

Materials science & engineering

Author, co-author :

Vila Real, Paulo

Lopes, Nuno

da Silva, Luis Simoes

Piloto, Paulo

Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu

Language :

English

Title :

Numerical modelling of steel beam-columns in case of fire - comparisons with Eurocode 3

Publication date :

February 2004

Journal title :

Fire Safety Journal

ISSN :

0379-7112

eISSN :

1873-7226

Publisher :

Elsevier Sci Ltd, Oxford, United Kingdom

Volume :

Issue :

Pages :

23-39

Peer reviewed :

Peer Reviewed verified by ORBi

Available on ORBi :

since 25 February 2010

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Bibliography

Franssen J-.M., Schleich J-.B., Cajot L-.G. A simple model for fire resistance of axially loaded members according to Eurocode 3. J Constr Steel Res. 35:1995;49-69.
Franssen J-.M., Schleich J-.B., Cajot L-.G., Azpiazu W.A. Simple model for the fire resistance of axially loaded members - comparison with experimental results. J Constr Steel Res. 37:1996;175-204.
Franssen J.M., Taladona D., Kruppa J., Cajot L.G. Stability of steel columns in case of fire. experimental evaluation J Struct Eng. 124(2):1998;158-163.
Eurocode 3, Design of steel structures - part 1-2. General rules - structural fire design. Draft prEN 1993-1-2:20xx, Stage 34, European Committee for Standardisation, Brussels, Belgium, February 2002.
Vila Real PMM, Franssen J-M. Lateral buckling of steel I beams under fire conditions - Comparison between the EUROCODE 3 and the SAFIR code, Internal Report No. 99/02, Institute of Civil Engineering - Service Ponts et Charpents - of the University of Liege, 1999.
Vila Real P.M.M., Franssen J-.M. Numerical modelling of lateral buckling of steel I beams under fire conditions - Comparison with Eurocode 3. J Fire Prot Eng, USA. 11(2):2001;112-128.
Vila Real P.M.M., Piloto P.A.G., Franssen J-.M. A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire. experimental and numerical validation J Constr Steel Res. 59/2:2003;179-199.
Franssen J-M, Kodur VKR, Mason J. User's manual for SAFIR (Version NZ). A Computer program for analysis of structures submitted to the fire. University of Liege, Ponts et Charpentes, Rapport interne SPEC/2000_03, 2000.
Eurocode 3, Design of steel structures - part 1-1. General rules and rules for buildings. ENV 1993-1-1. Brussels, Belgium: Commission of the European Communities; 1992.
Franssen J-.M. Modelling of the residual stresses influence in the behaviour of hot-rolled profiles under fire conditions. Constr Mét. 3:1989;35-42. (in French).
Franssen J.M. The unloading of building materials submitted to fire. Fire Safety J. 16:1990;213-227.
Souza V, Franssen J-M. Lateral buckling of steel I beams at elevated temperature - comparison between the modelling with beam and shell elements. In: Lamas A, Simões da Silva L, editors. Proceeding of the Third European Conference on Steel Structures. Coimbra: Univ. de Coimbra; 2002, p. 1479-88, ISBN 972-98376-3-5.
ECCS - European Convention for Constructional Steelwork, Technical committee 8 - structural stability, technical working group 8.2 - system, ultimate limit state calculation of sway frames with rigid joints, 1st ed. 1984.
Eurocode 3, Design of steel structures - part 1-2. General rules - structural fire design. ENV 1993-1-2. Brussels, Belgium: European Committee for Standardisation; 1995.
Cazeli R, Vila Real PMM, Silva VP, Piloto PAG. Numerical modelling of the lateral-torsional buckling of steel I-beam under fire conditions. A contribution to validate a new proposal for Part 1.2 of the Eurocode 3. São Paulo, Brasil: I Congresso Internacional da Construção Metálica - I CICOM; 2001 (in Portuguese).
Chen W.F., Lui E.M. Structural stability - theory and implementation. 1987;Elsevier, New York.