Lateral-torsional buckling of stainless steel I-beam in case of fire

Vila Real, P. M. M.; Lopes, N.; Simoes da Silva, L.; Franssen, Jean-Marc

doi:10.1016/j.jcsr.2008.04.013

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Lateral-torsional buckling of stainless steel I-beam in case of fire

Vila Real, P. M. M.; Lopes, N.; Simoes da Silva, L. et al.

2008 • In Journal of Constructional Steel Research, 64, p. 1302-1309

Peer Reviewed verified by ORBi

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https://hdl.handle.net/2268/15086

DOI
10.1016/j.jcsr.2008.04.013

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Keywords :

Stainless steel; Fire; Eurocode 3; Numerical modelling; Lateral–torsional buckling

Abstract :

[en] This work presents a numerical study of the behaviour of stainless steel I-beams subjected to lateral–torsional buckling in case of fire and compares the obtained results with the beam design curves of Eurocode 3. New formulae for lateral–torsional buckling, that approximate better the real behaviour of stainless steel structural elements in case of fire are proposed. These new formulae were based on numerical simulations using the program SAFIR, which was modified to take into account the material properties of the stainless steel.

Disciplines :

Materials science & engineering

Author, co-author :

Vila Real, P. M. M.

Lopes, N.

Simoes da Silva, L.

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

Language :

English

Title :

Lateral-torsional buckling of stainless steel I-beam in case of fire

Publication date :

2008

Journal title :

Journal of Constructional Steel Research

ISSN :

0143-974X

eISSN :

1873-5983

Publisher :

Elsevier Science, Oxford, United Kingdom

Volume :

Pages :

1302-1309

Peer reviewed :

Peer Reviewed verified by ORBi

Available on ORBi :

since 23 June 2009

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