Fire resistance; steel; column; numerical simulation; simple model; buckling
Abstract :
[en] This paper describes the numerical simulations that have been performed within the frame of an ECSC reserch project. This research project lead to the buckling curve that has been considered in Eurocode 3 for the design of steel colmns subjected to fire.
Disciplines :
Civil engineering
Author, co-author :
Talamona, didier
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Schleich, Jean-Baptiste
Kruppa, Joël; CTICM
Language :
English
Title :
Stability of Steel Columns in Case of Fire : Numerical Modelling
Publication date :
June 1997
Journal title :
Journal of Structural Engineering
ISSN :
0733-9445
eISSN :
1943-541X
Publisher :
American Society of Civil Engineers, Reston, United States - Virginia
Volume :
123
Issue :
6
Pages :
713-720
Peer reviewed :
Peer reviewed
Funders :
RFCS - European Commission. Research Fund for Coal and Steel
Abbas, H. (1990). "Proposition d'une formule approchée pour la résistance au feu de poteaux en acier." Constr. Métallique, 4, 31-41.
Aribert, J. M., and Randriantsara, C. (1980). "Etude du flambement à des températures d'incendie. Action du fluage." Constr. Métallique, 4, 3-22.
Aribert, J. M., and Abdel Aziz, M. (1987). "Simulation du comportement à l'incendie de poteaux comprimés et fléchis en présence de gradients quelconques de température." Constr. Métallique, 2, 3-40.
Burgess, I. W., and Najjar, S. R. (1994). "A simple approach to the behaviour of steel columns in fire." J. Const. Steel Res., 31, 115-134.
Culver, C., Aggarwal, V., and Ossenbruggen, P. (1973). "Buckling of steel columns at elevated temperatures." J. Struct. Div., ASCE, 99(4), 715-726.
Eurocode 3: design of steel structures. Part 10: structural fire design. (EC3-10). (1990). Commission of the European Communities, Brussels, Belgium.
Eurocode 3: design of steel structures. Part 1.1: general rules and rules for buildings. (EC3-1.1). (1992). Draft ENV 1993-1-1, Commission of European Communities, Brussels, Belgium.
Eurocode 3: design of steel structures. Part 1.2: general rules. Structural fire design. (EC3-1.2). (1995). Draft ENV 1993-1-2, Commission of European Communities, Brussels, Belgium.
European Committee for Standardisation. (1990). "Hot rolled products of non-alloy structural steel: technical delivery conditions." European Norme 100025. (EN 10024), Brussels, Belgium.
European Recommendations for the Fire Safety of Steel Structures. (ERFSSS). (1983). Elsevier, Amsterdam, The Netherlands.
Franssen, J. M. (1989). "Modélisation et influence des contraintes résiduelles dans les profils métalliques soumis à l'incendie." Constr. Métallique, 3, 35-42.
Franssen, J. M. (1990). "The unloading of building materials submitted to fire." Fire Safety J., 16, 213-227.
Franssen, J. M., et al. (1994). "A comparison between five structural fire codes applied to steel elements." Proc., 4th Int. Symp. on Fire Safety Sci., T. Kashiwagi, ed., IAFSS, Boston, Mass., 1125-1136.
Franssen, J. M., Schleich, J. B., and Cajot, L. G. (1995). "A simple model for the fire resistance of axially-loaded members according to Eurocode 3." J. Constr. Steel Res., 35, 49-69.
Galambos, T. V. (1988). Guide to stability design criteria for metal structures, 4th Ed., John Wiley & Sons, Inc., New York, N.Y.
General fire safety design of building (GFSDB). IV: structural fire safety design. (1989). Build. Ctr. of Japan.
Kaneko, H. (1990). "Etude par la méthode des éléments finis en comportement mécanique d'éléments plaques en acier soumis à l'incendie." Constr. Métallique, 1, 37-50.
Neves, I. C. (1995). "The critical temperature of steel columns with restrained thermal elongation." Fire Safety J., 24, 211-227.
Olawale, A. O., and Plank, R. J. (1988). "The collapse analysis of steel columns in fire using a finite strip method." Int. J. Numer. Methods in Engrg., 26, 2755-2764.
Ossenbruggen, P. J., Aggarwal, V., and Culver, C. G. (1973). "Steel column failure under thermal gradients." J. Struct. Div., ASCE, 99(4), 727-739.
Poh, K. W., and Bennetts, I. D. (1995a). "Analysis of structural members under elevated temperature conditions." J. Struct. Engrg., ASCE, 121(4), 664-675.
Poh, K. W., and Bennetts, I. D. (1995b). "Behavior of steel columns at elevated temperatures." J. Struct. Engrg., ASCE, 121(4), 676-684.
ProfilARBED. (1994). Sales programme. Structural shapes. EUROPROFIL S.A., Esch/Alzette, G. D. of Luxembourg.
Setti, P. (1983). "Buckling of axially loaded steel columns with imperfections at elevated temperature." Proc., 3rd Int. Colloquium on Stability of Metal Struct., Preliminary Rep., CTICM, Paris, France, 167-174.
Skowronski, W. (1993). "Buckling fire endurance of steel columns." J. Struct. Engrg., ASCE, 119(6), 1712-1732.
Talamona, D. (1995). "Flambement de poteaux métalliques sous charges excentrées à haute température," PhD thesis, Univ. Blaise Pascal, Clermont Ferrand, France.
