Tests on Cyclic Behavior of Concrete-Filled Hollow Structural Steel Columns after Exposure to the ISO-834 Standard Fire
Publication: Journal of Structural Engineering
Volume 130, Issue 11
Abstract
The strength and seismic behavior of a composite column may be used to assess the potential damage caused by fire and help to establish an approach to calculate the structural fire protection for minimum postfire repair. This paper provides new test data pertaining to the seismic behavior of concrete-filled hollow structural steel (HSS) columns after exposure to fire. The test parameters included the sectional types, the fire duration time and the axial load level . Thirteen concrete-filled HSS column specimens, including seven specimens with circular sections and six specimens with square sections were tested under constant axial load and cyclically increasing flexural loading. Comparisons are made with predicted column strengths and flexural stiffness using the existing codes. It was found that concrete-filled HSS columns after exposure to fire exhibit very high levels of energy dissipation and ductility. Generally, the energy dissipation ability of the columns with circular sections was much higher than those of the specimens with square sections. The work in this paper provides a basis for further theoretical study on the seismic behavior of concrete-filled HSS columns after exposure to fire.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
American Institute of Steel Construction Inc. (AISC). (1999). Load and resistance factor design (LRFD) specification for structural steel buildings, Chicago.
2.
Architectural Institute of Japan (AIJ). (1997). “Recommendations for design and construction of concrete filled steel tubular structures.” Japan.
3.
Applied Technology Council (ATC). (1992). Guidelines for cyclic seismic testing of components of steel structures. ATC-24, Redwood City, Calif.
4.
ASCCS. (1997). “Concrete filled steel tubes—A comparison of international codes and practices.” ASCCS Seminar Rep., Innsbruck, Austria.
5.
British Standard Institute (BSI). (1979). “Concrete and composite bridges.” BS5400, Part 5, London.
6.
British Standards Institute (BSI). (1994). “Design of composite steel and concrete structures, part 1.1: General rules and rules for buildings (together with United Kingdom National Application Document).” Eurocode 4, DD ENV 1994-1-1, London.
7.
Chinese design code for steel-concrete composite structures. (1999). DL /T-5085-1999, Chinese Electricity Press, Peking, China (in Chinese).
8.
Falke, J. (1992). “Comparison of simple calculation methods for the fire design of composite columns and beams.” Proc., Engineering Foundation Conf. on Steel–Concrete Composite Structure, ASCE, New York, 226–241.
9.
Han, L. H. (2001). “Fire performance of concrete filled steel tubular beam-columns.” J. Constr. Steel Res., 57(6), 697–711.
10.
Han, L. H., and Huo, J. S. (2003). “Concrete-filled hollow-structural steel columns after exposure to ISO-834 fire standard.” J. Struct. Eng., 129(1), 68–78.
11.
Han, Q.F., Lie, T.T., and Wu, H.J. (1993). “Column fire resistance test facility at the Tianjin Fire Research Institute.” NRC-CNRC Internal Rep., No. 648, Ottawa.
12.
Han, L. H., Yang, H., and Cheng, S. L. (2002a). “Residual strength of concrete filled RHS stub columns after exposure to high temperatures.” Adv. Struct. Eng., 5(2), 123–134.
13.
Han, L. H., Yang, Y. F., and Xu, L. (2003a). “An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns.” J. Constr. Steel Res., 59(4), 427–452.
14.
Han, L. H., Zhao, X. L., and Tao, Z. (2001). “Tests and mechanics model for concrete-filled SHS stub columns, columns and beam-columns.” Steel Composite Structures-Int. J., 1(1), 51–74.
15.
Han, L. H., Zhao, X. L., Yang, Y. F., and Feng, J. B. (2003b). “Experimental study and calculation of fire resistance of concrete-filled hollow steel columns.” J. Struct. Eng., 129(3), 346–356.
16.
Han, L. H., Yang, Y. F., Yang, H., and Huo, J. S. (2002b) “Residual strength of concrete-filled RHS columns after exposure to the ISO-834 standard fire.” Thin-Walled Struct., 40(12), 991–1012.
17.
Hass, R. (1991). “On realistic testing of the fire protection technology of steel and cement supports.” Translation of BHPR/NL/T/1444, BHP Research, Melbourne, Australia.
18.
Huo, J. S., and Han, L. H. (2002). “Axially compressive stiffness and flexural stiffness of concrete-filled steel tubes after exposure to ISO-834 standard fire.” Earthquake Eng. Struct. Vibration, 22(5), 143–151 (in Chinese).
19.
International Standard Organization (ISO). (1975). “Fire resistance tests—elements of building construction.” ISO-834, Geneva, Switzerland.
20.
Kim, D.K., Choi, S.M., and Chung, K.S. (2000). “Structural characteristics of CFT columns subjected fire loading and axial force.” Proc., 6th Conf., Association for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS), Los Angeles, 271–278.
21.
Klingsch, W. (1985). “New developments in fire resistance of hollow section structures.” Proc., Symp. on Hollow Structural Sections in Building Construction, ASCE, Chicago.
22.
Kodur, V. K. R. (1999). “Performance-based fire resistance design of concrete-filled steel columns.” J. Constr. Steel Res., 51(1), 21–26.
23.
Lie, T.T., and Caron, S.E. (1988).“Fire resistance of hollow steel columns filled with siliceous aggregate concrete: Test results.” NRC-CNRC Internal Rep., No. 570, Ottawa.
24.
Lie, T.T., and Chabot, M. (1992). “Experimental studies on the fire resistance of hollow steel columns filled with plain concrete.” NRC-CNRC Internal Rep., No. 611, Ottawa.
25.
Lie, T. T., and Stringer, D. C. (1994). “Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete.” Can. J. Civ. Eng., 21(3), 382–385.
26.
Okada, T., Yamaguchi, T., Sakumoto, Y., and Keira, K. (1991). “Load heat tests of full-scale columns of concrete-filled tubular steel structure using fire-resistant steel for buildings.” Proc., 3rd Int. Conf. on Steel–Concrete Composite Structures (I), Association for International Cooperation and Research in Steel–Concrete Composite Structures (ASCCS), Fukuoka, Japan, 101–106.
27.
O’Meagher, A. J., Bennetts, I. D., Hutchinson, G. L., and Stevens, L. K. (1991). “Modelling of HSS columns filled with concrete in Fire.” BHPR/ENG/R/91/031/PS69, BHP Research, Melbourne, Australia.
28.
Technical specifications for early-strength model composite structures. (2001). GJB4142-2000, Peking, China (in Chinese).
29.
Varma, A. H., Ricles, J. M., Sause, R., and Lu, L. W. (2002). “Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns.” J. Constr. Steel Res., 58(5–8), 725–758.
30.
Wang, Y. C. (1999). “The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames.” J. Constr. Steel Res., 50(2), 177–197.
Information & Authors
Information
Published In
Copyright
Copyright © 2004 ASCE.
History
Published online: Oct 15, 2004
Published in print: Nov 2004
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.