Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling
Publication: Journal of Structural Engineering
Volume 126, Issue 3
Abstract
Concrete filled steel box columns have recently experienced a renaissance in their use throughout the world. This has occurred due to the significant advantages that the construction method can provide. This paper deals with the strength behavior of short columns under the combined actions of axial compression and bending moment. The paper addresses the effect of steel plate slenderness limits on this behavior. An extensive set of experiments has been carried out and a numerical model developed elsewhere is augmented and calibrated with these results. A simple model for the determination of the strength-interaction diagram is also verified against both the test results and the numerical model developed in this paper. This model, based on the rigid plastic method of analysis, is existent in international codes of practice, but does not account for the effects of local buckling, which are found to be significant with large plate slenderness values, particularly for large values of axial force. Thus some suggested modifications are proposed to allow for the inclusion of slender plated columns in design.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bridge, R. Q., and O'Shea, M. D. (1998). “Behaviour of thin-walled steel box sections with or without internal restraint.” J. Constructional Steel Res., 47(1–2), 73–91.
2.
Bridge, R. Q., and Webb, J. (1992). “Thin walled circular concrete filled steel tubular columns.” Proc., 2nd Int. Engrg. Found. Conf. of Compos. Constr., 634–649.
3.
Bryan, G. H. (1891). “On the stability of a plane plate under thrusts in its own plane with applications on the buckling of the dies of a ship.” Proc., London Mathematical Soc., London, 22, 54.
4.
“Building Code Requirements for Structural Concrete and Commentary.” (1995). ACI318-95; ACI318R-95, American Concrete Institute, Detroit.
5.
“Design of composite steel and concrete structures, part 1.1, general rules and rules for buildings.” (1994). Eurocode 4, ENV 1994-1-1. British Standards Institution, London.
6.
Hajjar, J. F., and Gourley, B. C. (1996). “Representation of concrete-filled steel tube cross-section strength.”J. Struct. Engrg., ASCE, 122(11), 1327–1336.
7.
“International Recommendations for the Design and Construction of Concrete Structures.” (1970). Comite Europeen du Beton–Federation Internationale de la Precontrainte, Comite Europeen du Beton.
8.
Liang, Q. Q., and Uy, B. (1999). “Parametric study on the structural behaviour of steel plates in concrete-filled fabricated thin-walled box columns.” Ad. in Struct. Engrg., 2(1), 57–71.
9.
Oehlers, D. J., and Bradford, M. A. (1995). Composite steel and concrete structural members: Fundamental behaviour. Pergamon, Tarrytown, N. Y.
10.
“Steel structures.” (1990). AS4100, Standards, Australia, Strathfield, Australia.
11.
Terrey, P. J., Bradford, M. A., and Gilbert, R. I. (1994). “Creep and shrinkage of concrete in concrete-filled circular steel tubes.” Proc., 6th Int. Symp. on Tubular Struct., 293–298.
12.
Uy, B. (1996). “Strength and ductility of fabricated steel-concrete filled box columns.” Proc., Engrg. Found. Conf., Compos. Constr. in Steel and Concrete III, ASCE, New York, 616–629.
13.
Uy, B. (1998a). “Local and post-local buckling of concrete filled steel welded box columns.” J. Constructional Steel Res., 47(1–2), 47–72.
14.
Uy, B. (1998b). “Strength, ductility and design of fabricated thin walled steel concrete filled box columns.” Int. J. Struct. Des. of Tall Build., 7(2), 113–133.
15.
Uy, B., and Bradford, M. A. (1996). “Elastic local buckling of steel plates in composite steel-concrete members.” Engrg. Struct., 18(3), 193–200.
16.
Viest, I. M., Colaco, J. P., Furlong, R. W., Griffis, L. G., Leon, R. T., and Wyllie L. A. (1997). Composite construction design for buildings. McGraw-Hill, New York.
17.
Zhang, W., and Shahrooz, B. M. (1999). “Strength of short and long concrete-filled tubular columns.” ACI Struct. J., 230–238.
Information & Authors
Information
Published In
History
Received: Jan 20, 1999
Published online: Mar 1, 2000
Published in print: Mar 2000
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.