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Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures
Author(s) -
Paulo Vila Real,
Nuno Lopes,
Luís Simões da Silva,
P.A.G. Piloto,
JeanMarc Franssen
Publication year - 2003
Publication title -
steel and composite structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.048
H-Index - 54
eISSN - 1598-6233
pISSN - 1229-9367
DOI - 10.12989/scs.2003.3.6.383
Subject(s) - eurocode , beam (structure) , structural engineering , finite element method , materials science , engineering
Two new formulae for the design of beam-columns at room temperature have been proposed into Eurocode 3, prEN 1993-1-1 (2002), and are the result of great efforts made by two working groups that followed different approaches, a French-Belgian team and an Austrian-German one. Under fire conditions the prEN 1993-1-2 (structural fire design) presents formulae, for the design of beam-columns based on the prENV 1993-1-1 (1992). In order to study the possibility of having, in part 1-1 and part 1-2 of the Eurocode 3, the same approach, a numerical research was made using the finite element program SAFIR, developed at the University of Liege for the study of structures subjected to fire.

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