Strength of Concrete‐Filled Thin‐Walled Steel Box Columns: Experiment
Publication: Journal of Structural Engineering
Volume 118, Issue 11
Abstract
An experimental study on the strength and deformation of concrete‐filled square box stub‐columns is presented. Six specimens of concrete‐filled composite columns were tested under cyclic compressive loads. For comparison, four specimens of steel columns were also loaded to failure. The ultimate strength, ductility, and collapse behavior of the two types of columns were compared. In the comparison, the effect of width‐thickness ratio and stiffener rigidity on the behavior of the columns was examined. The study showed that high strength and high ductility can be expected from the concrete‐filled composite column. In the case of concrete‐filled composite columns, an empirical reduction factor that accounts for the effect of the size of the filled‐in concrete prism and the concrete strength class was introduced in evaluating the compressive strength of the concrete, and the local buckling strength of the plate panel in composite columns was then compared with available empirical design formulas for a thin‐walled steel member in compression.
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References
1.
BS5400, steel, concrete and composite bridges. Part 5. Code of practice for design of composite bridges. (1979). British Standards Institution, London, England.
2.
“Building code requirements for reinforced concrete.” (1983). ACI318‐83, American Concrete Institute, Detroit, Mich.
3.
“Concrete strength and strains.” (1981). Development in civil engineering, vol. 3. C. Avram, I. Facaoaru, O. Mirsu, I. Filimon, and I. Tertea, eds., Elsevier, New York, N.Y.
4.
“DIN 18806 Teil 1.” (1981). Trägfähigkeit von Verbundstützen, Berechnung und Bemessung.
5.
“DIN 4114, Blatt2.” (1953). Stahlbau, Stabilitätsfälle (Knickung, Kippung, Beulung), Berechnungsgrundlagen, Richtlinien, Berlin, Germany.
6.
Dwight, J. B. (1969). “Welded steel plates in compression.” Struct. Engr., 47(2), 49–66.
7.
Elnasfi, A. S., El‐ghazouli, A. Y., and Dowling, P. J. (1990). “International assessment of design guidance for composite columns.” J. Constr. Steel Res., 15, 191–213.
8.
Guide to stability design criteria for metal structures. (1988). 4th Ed., T. V. Galambos, ed., John Wiley and Sons, New York, N.Y.
9.
Shakir‐khalil, H. (1991). “Bound strength in concrete‐filled steel hollow sections.” Proc. Int. Conf. on Steel and Aluminium Struct., Elsevier Applied Sciences, Singapore.
10.
Kitada, T., Nakai, H., and Yoshida, Y. (1989). “Experimental study on ultimate strength of composite square short columns using rolled steel plate with small ribs” (in Japanese). Proc. 2nd symp. on res. and application of composite constr. Japanese Society of Civil Engineers (JSCE), Tokyo, Japan, 189–194.
11.
Nakai, H., Kitada, T., and Yoshikawa, O. (1985). “A design method of steel plate element in concrete‐filled square steel tubular columns” (in Japanese). Proc., Japan Society of Civil Engineers (JSCE), Tokyo, Japan, I‐3, 405–413.
12.
Nakai, H., Yoshikawa, O., and Terada, H. (1986). “An experimental study on ultimate strength of composite columns for compression or bending.” Proc., JSCE, Struct. Engrg./Earthquake Engrg., Japan Society of Civil Engineers (JSCE), 3(2), 235s–245s.
13.
Ozawa, K., Maekawa, K., Kunishima, M., and Okamura, H. (1989). “High performance concrete based on the durability design of concrete structures.” Proc., 2nd East Asia‐Pacific Conf. on Struct. Engrg. and Constr., Chiang‐Mai, Thailand.
14.
Recommendation of design and construction of steel bridges piers with composite columns (concrete filled structures). Draft. (1986). Hanshin Expressway Highway Public Cooperation, Tokyo, Japan.
15.
Specification for highway bridges. (1990). Japan Society of Highway Bridges (JSHB), Tokyo, Japan.
16.
Steel‐concrete composite structures: Stability and strength. (1988). R. Narayanan, ed., Elsevier Applied Science, New York, N.Y.
17.
Tomii, M., Yoshimura, K., and Morishita, Y. (1977). “Experimental studies on concrete‐filled steel tubular stub columns under concentric loading.” Int. Colloquium on Stability of Struct. under Static and Dynamic Loads, ASCE, New York, N.Y.
18.
Usami, T. (1982). “Post‐buckling of plates in compression and bending.” J. Struct. Engrg., ASCE, 108(3), 591–609.
19.
Usami, T. (1990). “Experimental verification of ultimate strength formulas for plane rigid frames” (in Japanese). J. of Struct. Engrg., Tokyo, Japan, 36A(Mar.), 79–88.
20.
Usami, T., and Fukumoto, Y. (1982). “Local and overall buckling of welded box columns.” J. Struct. Engrg., ASCE, 108(3), 525–542.
21.
Usami, T., and Fukumoto, Y. (1984). “Welded box compression members.” J. Struct. Engrg., ASCE, 110(10), 2457–2470.
22.
Usami, T., and Fukumoto, Y. (1989). “Deformation analysis of locally buckled steel compression members.” J. Construction Steel Res., 13, 111–135.
23.
Usami, T., Imai, Y., Aoki, T., and Itoh, Y. (1991). “An experimental study on the strength and ductility of steel compression members under cyclic loading” (in Japanese). J. of Struct. Engrg., Tokyo, Japan, 37A(Mar.), 93–106.
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Copyright © 1992 ASCE.
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Published online: Nov 1, 1992
Published in print: Nov 1992
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