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Jul 1, 2007

Experiments on Distortional Buckling of I-Beams

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Publication: Journal of Structural Engineering
Volume 133, Issue 7

Abstract

This paper describes a test program on full-scale fabricated simply supported I-beams with central concentrated load and an effective lateral brace at the midspan of the top compression flange that was performed mainly with the aim of experimental verification and investigation of distortion in doubly symmetric I-section beams. The experimental ultimate loads were compared with the buckling loads of the specimens determined by using the so-called Southwell, Modified, and Massey extrapolation techniques, and in most of the cases very little discrepancy was found between the maximum test and extrapolated loads. Moreover, the experimental beam strengths were compared with the design strengths predicted by the American AISC/LRFD and the Australian AS4100 specifications. Generally, the two specifications provide unconservative predictions in the inelastic range of structural response as the beam length decreases and inelastic behavior becomes more intense. However, the AS4100 specification provides conservative predictions in comparison with the AISC/LRFD specification.

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Acknowledgments

The test program was supported by a grant from the Iranian Ministry of Sciences, Researches, and Technology specified for postgraduate research. The funding was provided as a result of great attempts made by Dr. Mirzayee, the Head of the Engineering Faculty of Urmia University, which are gratefully acknowledged. Further, the experiments would not have been possible without the help of the laboratory technician Jaafar Azimzadeh. Finally, the writers would like to express their profound and sincere appreciation to Professor M. A. Bradford, Professor N. S. Trahair, Professor B. W. Schafer, Professor T. M. Roberts, Dr. Z. Vrcelj, Dr. H. R. Ronagh, and Pedro Simão for their great help in providing articles and presenting constructive comments regarding this research.

References

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Bradford, M. A. (1992). “Lateral–distortional buckling of steel I-section members.” J. Constr. Steel Res., 23(1–3), 97–116.
Bradford, M. A. (1998). “Inelastic buckling of I-beams with continuous elastic tension flange restraint.” J. Constr. Steel Res., 48(2), 63–77.
Bradford, M. A., and Ge, X. P. (1997). “Elastic distortional buckling of continuous I-beams.” J. Constr. Steel Res., 41(2/3), 249–266.
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Hancock, G. J. (1978). “Local, distortional, and lateral buckling of I-beams.” J. Struct. Div., 104(11), 1787–1798.
McCormac, J. C. (1995). Structural steel design; LRFD method, 2nd Ed., HarperCollins, New York.
Ng, M. L. H., and Ronagh, H. R. (2004). “An analytical solution for the elastic lateral–distortional buckling of I-section beams.” Adv. Struct. Eng., 7(2), 187–200.
Poon, C. P., and Ronagh, H. R. (2004). “Distortional buckling of I-beams by finite-element method.” Adv. Struct. Eng., 7(1), 69–80.
Roberts, T. M., and Jhita, P. S. (1983). “Lateral, local, and distortional buckling of I-beams.” Thin-Walled Struct., 1, 289–308.
Ronagh, H. R., and Bradford, M. A. (2001). “Stability of composite bridge girders.” Proc., 1st Int. Structural Engineering and Construction Conf., Honolulu, 883–888.
Schafer, B. W., and Ádány, S. (2005). “Understanding and classifying local, distortional and global buckling in open thin-walled members.” Proc., Annual Social Science Research Council Conf., Montréal.
Standards Australia (SA). (1998). AS4100, steel structures, SA, Sydney, Australia.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 133Issue 7July 2007
Pages: 1009 - 1017

History

Received: Jul 18, 2005
Accepted: Nov 27, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007

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Notes

Note. Associate Editor: Benjamin W. Schafer

Authors

Affiliations

Tadeh Zirakian [email protected]
Postgraduate Student, Dept. of Civil Engineering, Urmia Univ., 1.5 km Sero Rd., P.O. Box 165-57159, Urmia, Iran. E-mail: [email protected]
Hossein Showkati, Ph.D. [email protected]
Dept. of Civil Engineering, Urmia Univ., 1.5 km Sero Rd., P.O. Box 165-57159, Urmia, Iran (corresponding author). E-mail: [email protected]

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