Utilize este identificador para referenciar este registo: http://hdl.handle.net/10198/2143
Título: Numerical modelling of steel beam-columns in case of fire - Comparisons with Eurocode 3
Autor: Vila Real, P.M.M.
Lopes, N.
Silva, L.S.
Piloto, P.A.G.
Palavras-chave: Beam-column
Buckling
Torsional-buckling
Fire
Eurocode 3
Numerical modelling
Data: 2004
Citação: Vila Real, P.M.M.; Lopes, N.; Silva, L.S; Piloto, P.A.G. (2004) - Numerical modelling on steel beam-columns in case of fire – comparisons with Eurocode 3. Fire Safety Journal. ISSN 0379-7112. 39:1, p. 23-39
Resumo: 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.
URI: http://hdl.handle.net/10198/2143
ISSN: 0379-7112
Versão do Editor: http://www.sciencedirect.com/science/journal/03797112
Aparece nas colecções:DMA - Artigos em Revistas Indexados ao ISI/Scopus

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