Stability of Steel Columns in Case of Fire: Experimental Evaluation
Publication: Journal of Structural Engineering
Volume 124, Issue 2
Abstract
Two new series of experimental full-scale tests have been performed on steel columns at elevated temperature, either under small or large eccentricities. Those results have been introduced in a database, together with results from previous tests found in the literature. An analytical formula for the buckling coefficient presented as shown in an earlier paper has been calibrated here by comparison with the results of tests made with no or with small eccentricity. The analytical proposal for a P-M interaction curve presented in the companion paper has been compared in this paper with all the results from the database, and proved to provide a satisfactory agreement.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Aasen, B. (1985). “An experimental study on steel columns behaviour at elevated temperatures.” The Norwegian Inst. of Technol., Trondheim, Norway.
2.
Aribert, J. M., and Randriantsara, C.(1980). “Etude du flambement à des températures d'incendie. Action du fluage.”Constr. Métallique, CTICM, 4, 3–22.
3.
Azpiazu, W., and Unanue, J. A. (1993). “Buckling curves for hot rolled H profiles submitted to fire.”Rep. 97.798-0-ME/V, LABEIN; Bilbao, Spain.
4.
BSC Swinden Laboratories. (1988). Compendium of UK standard fire test data: Unprotected structural steel—1. Rotherham.
5.
Cajot, L. G., Chantrain, P., Mathieu, J., and Schleich, J. B. (1992). “REFAO-III, practical design tools for unprotected steel columns submitted to ISO-fire.”Res. 7210-SA/505, Final Rep. Eur 14348 EN, C.E.C., Luxembourg.
6.
Eurocode 3: Design of steel structures: Part 1.1. General rules and rules for buildings. (1992). Draft ENV 1993-1-1, Commission of the Eur. Communities, Brussels, Belgium.
7.
Eurocode 3: Design of steel structures: Part 1.2. General rules. Structural fire design. (1995). Draft ENV 1993-1-2, Commission of the Eur. Communities, Brussels, Belgium.
8.
Franssen, J. M., et al. (1994). “A comparison between five structural fire codes applied to steel elements.”Proc., 4th Int. Symp. Fire Safety Sci., T. Kashiwagi, ed., IAFSS, Gaithersburg, 1125–1136.
9.
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.
10.
Janss, J., and Minne, R.(1982). “Buckling of steel columns in fire conditions.”Fire Safety J., 4(4), 227–235.
11.
Knublauch, E., Rudolphi, R., and Stanke, J.(1974a). “Theoretische ermittlung der feuerwiderstandsdauer von stahlstützen und vergleich mir versuchen. 1. Teil: Berechnung der stahltemperatur von stahlstützen.”Der Stahlbau, 6, 175–182.
12.
Knublauch, E., Rudolphi, R., and Stanke, J.(1974b). “Theoretische ermittlung der feuerwiderstandsdauer von stahlstützen und vergleich mir versuchen. 2. Teil: Bestimmung der kritischen stahltemperatur.”Der Stahlbau, 8, 249–254.
13.
Olesen, F. B. (1980). “Fire tests on steel columns.” Inst. of Build. Technol. and Struct. Engrg., Aalborg, Denmark.
14.
Poh, K. W., and Bennetts, I. D.(1995). “Behavior of steel columns at elevated temperatures.”J. Struct. Engrg., ASCE, 121(4), 676–684.
15.
Talamona, D., Franssen, J. M., and Recho, N. (1995). “Buckling of eccentrically loaded steel columns submitted to fire.”Proc., Int. Conf. on Fire Res. and Engrg., P. Lund, ed., SFPE, Boston, 533–538.
16.
Talamona, D., Franssen, J. M., Schleich, J. B., and Kruppa, J.(1997). “Stability of steel columns in case of fire: Numerical modeling.”J. Struct. Engrg., ASCE, 123(6), 713–720.
17.
Technical University of Braunschweig. (1977). “Sonderforshchungsbereich 148: Brandverhalten von bauteilen.” Tech. Univ. of Braunschweig.
18.
Vandamme, M., and Janss, J. (1981). “Buckling of axially loaded steel columns in fire conditions.”IABSE Periodica, 3/1981, 82–95.
Information & Authors
Information
Published In
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Feb 1, 1998
Published in print: Feb 1998
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.