Experimental Behavior of Concrete-Filled Steel Tube Columns Using Ultrahigh-Strength Steel
Publication: Journal of Structural Engineering
Volume 142, Issue 9
Abstract
Concrete-filled steel tube (CFT) columns offer significant advantages over columns made of either steel or concrete alone, such as large energy dissipation and increased strength and stiffness. To further improve the seismic performance of these columns, an experimental investigation was conducted into CFT columns using ultrahigh-strength steel. More specifically, seven square and circular specimens made with high-strength and conventional steel were subjected to constant compressive axial load and cyclic flexural load protocols with two and 20 cycles imposed at each drift level. Based on the test results, the influence on the CFT’s cyclic behavior of the high-strength steel, cross-sectional shape, axial load, and number of cycles in lateral loading history was studied. In comparison with the conventional steel specimens, larger elastic deformation, higher strength, and delay of local buckling were observed in the high-strength steel specimens, while compared with the circular specimens, the square specimens sustained larger drift angles without fracture of their steel tubes because of the development and progress of serious local buckling. Furthermore, a simple analytical model based on the concept of the superposed strength method was proposed. The accuracy of this model was confirmed with the experimental results.
Get full access to this article
View all available purchase options and get full access to this article.
References
ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete.” ACI 318-08 and ACI 318M-08, Farmington Hills, MI.
ACI (American Concrete Institute). (2010). “Report on high strength concrete.” ACI 363R-10, Farmington Hills, MI.
Aho, M. F., and Leon, R. T. (1997). “A database for encased and concrete filled columns.”, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
AIJ (Architectural Institute of Japan). (1997). “Recommendations for design and construction of concrete filled steel tubular structures.” Tokyo.
AISC (American Institute of Steel Construction). (2010). “Specification of structural steel buildings.” ANSI/AISC-10, Chicago.
CEN (European Committee for Standardization). (2004). “Design of composite steel and concrete structures—Part 1.1: General rules and rules for buildings.”, Brussels, Belgium.
Chung, Y. -L., Nagae, T., Hitaka, T., and Nakashima, M. (2010). “Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-defense shaking table test.” J. Struct. Eng., 637–644.
Elremaily, A., and Azizinamini, A. (2002). “Behavior and strength of circular concrete-filled steel tube columns.” J. Constr. Steel Res., 58(12), 1567–1591.
Fujimoto, T., Mukai, A., Nishiyama, I., and Sakino, K. (2004). “Behavior of eccentrically-loaded concrete-filled steel tubular columns.” J. Struct. Eng., 203–212.
Furlong, R. W. (1967). “Strength of steel-encased concrete beam-columns.” J. Struct. Div., 93(ST5), 113–124.
Ge, H. B., and Usami, T. (1996). “Cyclic tests of concrete filled steel box columns.” J. Struct. Eng., 1169–1177.
Gourley, B. C., and Hajjar, J. F. (1993). “A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames.” Dept. of Civil and Environmental Engineering, Institute of Technology, Univ. of Minnesota, Minneapolis.
Han, L. H., Huang, H., Tao, Z., and Zhao, X. L. (2006). “Concrete-filled double skin steel tubular (CFDST) columns subjected to cyclic bending.” Eng. Struct., 28(12), 1698–1714.
Han, L. H., and Yang, Y. F. (2005). “Cyclic performance of concrete-filled steel CHS columns under flexural loading.” J. Constr. Steel Res., 61(4), 423–452.
Inai, E., Mukai, A., Kai, M., Tokinoya, H., Fukumoto, T., and Mori, K. (2004). “Behavior of concrete-filled steel tube beam columns.” J. Struct. Eng., 189–202.
Kiyokawa, T., Takahashi, M., Yoshikazu, S., Kubota, J., Koshika, N., and Suzuki, Y. (2014). “Behavior of test specimen by shaking table test—Part 8: Quantification of collapse margin of steel high-rise buildings.” Archit. Inst. Jpn., 2014, 1243–1244 (in Japanese).
Liu, J., Zhou, X., and Zhang, S. (2008). “Seismic behaviour of square CFT beam-columns under biaxial bending moment.” J. Constr. Steel Res., 64(12), 1473–1482.
Moon, J., Roeder, C. -W., Lehman, D.-E., and Lee, H.-E. (2012). “Analytical modeling of bending of circular concrete-filled steel tubes.” Eng. Struct., 42, 349–361.
Nakamura, T., and Wakabayashi, M. (1976). “A study on the superposition method to estimate the ultimate strength of steel reinforced concrete column subjected to axial thrust and bending moment simultaneously.” Bull. Disaster Prev. Res. Inst., 26(3), 163–193.
Nashioka, K. (2000). “Market requirements of thermo-mechanically processed steel for the 21st century.” Steel World, 5(1), 61–67.
Nie, J. G., Wang, Y. H., and Fan, J. S. (2012). “Experimental study on seismic behavior of concrete filled steel tube columns under pure torsion and compression-torsion cyclic load.” J. Constr. Steel Res., 79, 115–126.
Perea, T., Leon, R. T., Hajjar, J. F., and Denavit, M. D. (2014). “Full-scale tests of slender concrete-filled tubes: Interaction behavior.” J. Struct. Eng., 04014054.
Portolés, J. M., Romero, M. L., Bonet, J. L., and Filippou, F. C. (2011). “Experimental study of high strength concrete-filled circular tubular columns under eccentric loading.” J. Constr. Steel Res., 67(4), 623–633.
Sakino, K., and Nakahara, H. (2000). “Flexural capacities of concrete filled square steel tubular beam columns with high strength concrete.” Proc., 6th ASCCS Int. Conf. on Steel-Concrete Composite Structures, S. A. Mahin and Y. Xiao, eds., Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, 473–480.
Sakino, K., and Tomii, M. (1981). “Hysteretic behavior of concrete filled square steel tubular beam-column failed in flexure.” Trans. Jpn. Concr. Inst., 3(6), 439–446.
SEAOC (Structural Engineers Association of California). (1999). Recommended lateral force requirements and commentary, 7th Ed., Sacramento, CA.
Sheehan, T., Dai, X. H., Chan, T. M., and Lam, D. (2012). “Structural response of concrete-filled elliptical steel hollow sections under eccentric compression.” Eng. Struct., 45, 314–323.
Skalomenos, K. A., Hatzigeorgiou, G. D., and Beskos, D. E. (2014). “Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loading.” Eng. Struct., 61, 44–60.
Sugano, S., Nagashima, T., and Kei, T. (1992). “Seismic behavior of concrete-filled tubular steel columns.” Proc., ASCE 10th Structures Congress, J. Morgan, ed., San Antonio, 914–917.
Tomii, M., Yoshimura, K., and Morishita, Y. (1977). “Experimental studies on concrete filled steel tubular stub columns under concentric loading.” Proc., Int. Colloquium on Stability of Structures under Static and Dynamic Loads, ASCE, New York, 718–741.
Tort, C., and Hajjar, J. F. (2010). “Mixed finite element for three-dimensional nonlinear dynamic analysis of rectangular concrete-filled steel tube beam-columns.” J. Eng. Mech., 1329–1339.
Varma, A. H., Ricles, J. M., Sause, R., and Lu, L. W. (2002). “Experimental behavior of high strength square concrete-filled steel tube columns.” J. Struct. Eng., 309–318.
Zhang, G. W., Xiao, Y., and Kunnath, S. (2009). “Low-cycle fatigue damage of circular concrete-filled tube columns.” ACI Struct. J., 106(2), 151–159.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Apr 30, 2015
Accepted: Jan 11, 2016
Published online: Apr 8, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 8, 2016
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.