Behavior of Concrete-Filled Steel Tube Beam Columns
Publication: Journal of Structural Engineering
Volume 130, Issue 2
Abstract
The behavior of concrete-filled circular and square steel tubular (CFT) beam columns with a variety of material strengths was investigated experimentally. The main test parameters are steel strength (400, 590, and 780 MPa), diameter- (width-) to-thickness ratio of steel tube, and concrete strength (40 and 90 MPa). The interior beam-column models were tested under constant axial compression and cyclic horizontal load with incrementally increasing lateral deformation to clarify the effects of the test parameters on the behavior. The exterior beam-column models were laterally loaded under variable axial load, including axial tension. The behavior of square beam columns subjected to biaxial bending was also investigated. The test results show that higher strength and thicker steel tubes give better overall behavior of the beam column, while higher strength concrete has an adverse effect on the behavior. Furthermore, computer simulations for the hysteretic behavior of CFT beam-column specimens are presented here. The analytical results show excellent agreement with the test results except for a few cases.
Get full access to this article
View all available purchase options and get full access to this article.
References
Architectural Institute of Japan. (1997). “Recommendations for design and construction of concrete filled steel tubular structures.”
Building Center of Japan. (1997). “Structural regulations of buildings 1997.” 164–170.
Fujii, S., Aoyama, H., and Umemura, H. (1973). “Analytical moment-curvature relationship of reinforced concrete sections based on the material characteristics.” Summary of Technical Papers of Annual Meeting of Architectural Institute of Japan, Structures, Architectural Institute of Japan, Tokyo, 1261–1262.
Fujimoto, T., Mukai, A., Nishiyama, I., Noguchi, T., Baba, T., Sakino, K., and Morino, S.(1997). “Eccentric compression test of concrete filled square steel tubular stub columns using high strength materials.” J. Struct. Constr. Eng., Architectural Institute of Japan,501, 173–180.
Furlong, R. W.(1967). “Strength of steel-encased concrete beam-columns.” J. Struct. Div. ASCE, 93(5), 113–124.
Inoue, T., Fukumoto, T., Hayashi, N., and Okada, T. (1994). “Shear-flexural behavior of concrete filled steel tubular column using high-strength materials.” Summary of Technical Papers of Annual Meeting of Architectural Institute of Japan, Structures II, Architectural Institute of Japan, Tokyo, 1599–1600.
Itoh, S., and Yasuzaki, C. (1992). “Studies on resistance and deformation capacities of concrete-filled with low YR high-tensile steel and high-strength concrete.” Summary of Technical Papers of Annual Meeting of Architectural Institute of Japan, Structures II, Architectural Institute of Japan, Tokyo, 1801–1802.
Kato, B., and Kanatani, H. (1966). “Experimental studies on concrete filled steel tubular columns.” Steel Structure Laboratory Report, Department of Architecture, Faculty of Engineering, Tokyo University.
Meng, L., Ohi, K., and Takanashi, K.(1992). “A simplified model of steel structural members with strength deterioration used for earthquake response analysis.” J. Struct. Constr. Eng., AIJ,437, 115–124.
Nakahara, H., Sakino, K., and Inai, E.(1998). “Analytical model for compressive behavior of concrete filled square steel tubular columns.” Proc. Jpn. Concre. Inst.,20(3), 817–822.
Saito, Y., Yamaguchi, I., Matsutani, T., Kadono, A., and Matsumura, H. (1989). “A study on the behavior of concrete filled steel tubular columns, part 1–6.” Summaries of Technical Papers of Annual Meeting of Architectural Institute of Japan, Structures II, Architectural Institute of Japan, Tokyo, 1613–1624.
Sakino, K., and Nakahara, T. (2000). “Flexural capacity of concrete filled square steel tubular beam-columns with high strength concrete.” Proc., 6th ASCCS Int. Conf. on Steel-Concrete Composite Structures, 1, 473–480.
Sakino, K., Ninakawa, T., and Matsumoto, M. (1997). “Axial compres-sive behavior of concrete filled circular steel tubular columns.” Sum-maries of Technical Papers of Annual Meeting of Architectural Institute of Japan, Structures III, Architectural Institute of Japan, Tokyo, 917–918.
Tomii, M., and Sakino, K.(1979). “Experimental study on concrete filled square steel tubular beam-columns subjected to monotonic shearing force and constant axial force.” Architectural Institute of Japan,281, 81–92.
Varma, A. H., Ricles, J. M., Sause, R., and Lu, L.(2002). “Experimental behavior of high strength square concrete-filled steel tube beam-columns.” J. Struct. Eng., 128(3), 309–318.
Yamada, M. (1969). “Low cycle fatigue fracture limits of various kinds of structural members subjected to alternately reported plastic bending under axial compression as an evaluation basis or design criteria for aseismic capacity.” Proc., 4th World Conference on Earthquake Engineering, 1, B-2, 137.
Information & Authors
Information
Published In
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: May 8, 2002
Accepted: Nov 8, 2002
Published online: Jan 16, 2004
Published in print: Feb 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.