[en] This paper explains how the buckling curve for steel columns subjected to fire that had been derived on the base on extendive numerical simulations have been calibrated against a wide set of full scale experimental test results. The model has eventually been incorporated in Eurocode 3.
Disciplines :
Civil engineering
Author, co-author :
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Talamona, didier
Kruppa, Joël; CTICM
Cajot, Louis-Guy; ArcelorMittal
Language :
English
Title :
Stability of Steel Columns in Case of Fire : Experimental evaluation
Publication date :
1998
Journal title :
Journal of Structural Engineering
ISSN :
0733-9445
eISSN :
1943-541X
Publisher :
American Society of Civil Engineers, Reston, United States - Virginia
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