Stability of steel columns in case of fire: Experimental evaluation

Journal of Structural Engineering

Volumn 124, Issue 2, 1998, Pages 158-163

  Franssen, J M ^a   Talamona, D ^b   Kruppa, J ^c   Cajot, L G ^d  

^a UNIVERSITY OF LIÈGE   (Belgium)

^b CTICM ^*  (France)

^c CTICM   (France)

^d ProfilArbed   (Luxembourg)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; FIRE RESISTANCE; FLAMMABILITY TESTING; HIGH TEMPERATURE EFFECTS; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

BUCKLING COEFFICIENT; LOAD ECCENTRICITY;

COLUMNS (STRUCTURAL);

EID: 0031998449     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:2(158)     Document Type: Review

References (18)

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.