TECHNICAL PAPERS
Apr 1, 2006

Local-Plate and Distortional Postbuckling Behavior of Cold-Formed Steel Lipped Channel Columns with Intermediate Stiffeners

Publication: Journal of Structural Engineering
Volume 132, Issue 4

Abstract

This paper reports a detailed investigation concerning the local-plate and distortional elastic postbuckling behaviors of cold-formed steel lipped channel columns with web and flange intermediate stiffeners (the corresponding unstiffened lipped channel column postbuckling behaviors are often used as reference). This investigation relies on results obtained through geometrically nonlinear analyses based on a recently developed and numerically implemented generalized beam theory (GBT) formulation that incorporates (1) conventional (no shear deformation), (2) shear (nonlinear warping), and (3) transverse extension deformation modes. The numerical results shown provide the evolution, along a given local-plate or distortional postbuckling equilibrium path, of the column (1) deformed configuration and (2) relevant displacement profiles and/or stress distributions—mostly for validation purposes, some of them are compared with values yielded by shell finite element analyses performed by means of the code ABAQUS. In order to assess the influence of the member end support conditions, the paper also includes a comparison between the distortional postbuckling behaviors of columns with pinned / free-to-warp and fixed / warping-prevented end sections. Taking full advantage of the GBT unique modal features, all the above results are discussed in great detail and it becomes possible to unveil, explain, and/or shed some new light on several interesting and scarcely known behavioral aspects. In particular, one is able to provide illuminating and structurally (mechanically) meaningful explanations for the qualitative differences exhibited by the local-plate and distortional postbuckling behaviors of plain and stiffened (web and flanges) lipped channel columns.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bernard, E. S., Bridge, R. Q., and Hancock, G. J. (1993). “Tests of profiled steel decks with V-stiffeners.” J. Struct. Eng., 119(8), 2277–2293.
Camotim, D., and Silvestre, N. (2004). “GBT distortional postbuckling analysis of cold-formed steel lipped channel columns and beams.” Program and Book of Abstracts of 17th Engineering Mechanics Conf., ASCE Reston, Va., 38–39.
Camotim, D., Silvestre, N., Gonçalves, R., and Dinis, P. B. (2004). “GBT analysis of thin-walled members: new formulations and applications.” Thin-walled structures: Recent advances and future trends in thin-walled structures technology, J. Loughlan, ed., Canopus, Bath, U.K., 137–168.
Desmond, T. P. (1977). “The behaviour and strength of thin-walled compression members with longitudinal stiffeners,” Rep. No. 369, Dept. of Structural Engineering, Cornell Univ., Ithaca, N.Y.
Hibbit, Karlsson, and Sorensen Inc. (HKS). (2002). ABAQUS standard, Version 6.3-1, HKS.
Höglund, T. (1978). Design of trapezoidal sheeting provided with stiffeners in the flanges and webs, Manus, Stockholm, Sweden.
Hoon, K. H., Rhodes, J., and Seah, L. K. (1993). “Tests on intermediately stiffened plate elements and beam compression elements.” Thin-Walled Struct., 16(1–4), 111–143.
Kesti, J., and Davies, J. M. (1999). “Local and distortional buckling of thin-walled short columns.” Thin-Walled Struct., 34(2), 115–134.
Kwon, Y. B. (1992). “Post-buckling behaviour of thin-walled channel sections.” Ph.D. thesis, School of Civil and Mining Engineering, Univ. of Sydney, Sydney, Australia.
Lepistö, J., Nikula, S., and Niemi, E. (1996). “Optimum design of cold-formed sections using generalized beam theory.” Coupled Instabilities in Metal Structures, (Proceedings of the CIMS'96 Conference held in Liège, Belgium), J. Rondal, D. Dubina, and V. Gioncu, eds., Imperial College Press, London, 101–108.
Narayanan, S., and Mahendran, M. (2003). “Ultimate capacity of innovative cold-formed steel columns.” J. Constr. Steel Res., 59(4), 489–508.
Prola, L. C. (2001). “Local and global stability of cold-formed steel members.” Ph.D. thesis, Technical Univ. of Lisbon, Lisbon, Portugal (in Portuguese).
Prola, L., and Camotim, D. (2002). “On the distortional post-buckling behavior of cold-formed lipp channel steel columns.” Proc., SSRC Annual Stability Conf., Seattle, 571–590.
Schafer, B. W. (2002). “Stiffened elements with multiple intermediate stiffeners and edge stiffened elements with intermediate stiffeners.” Proc. 16th Int. Specialty Conf. on Cold-Formed Steel Structures, Orlando, Fla., 41–52.
Schardt, R.(1989). Verallgemeinerte Technische Biegetheorie, Springer Verlag, Berlin, (in German).
Schardt, R. (1994). “Generalized beam theory—an adequate method for coupled stability problems.” Thin-Walled Struct., 19(2-4), 161–180.
Silvestre, N. (2005). “Generalized beam theory: New formulations, numerical implementation and applications.” Ph.D. thesis, IST, Technical Univ. of Lisbon, Lisbon, Portugal (in Portuguese)
Silvestre, N., and Camotim, D. (2003). “Non linear generalised beam theory for cold-formed steel members.” Int. J. Struct. Stab. Dyn., 3(4), 461–490.
Teter, A., and Kolakowsky, Z. (1996). “Interactive buckling of thin-walled open elastic beam-columns with intermediate stiffeners.” Int. J. Solids Struct., 33(3), 315–330.
Teter, A., and Kolakowsky, Z. (2004). “Interactive buckling and load carrying capacity of thin-walled beam-columns with intermediate stiffeners.” Thin-Walled Struct., 42(2), 211–254.
Ville de Goyet, V. (1995). “An advanced nonlinear spatial finite element.” Structural Stability and Design (Proceedings of an International Conference held in Sydney, Australia), S. Kitipornchai, G. Hancock, and M. Bradford, eds., Balkema, Lisse, The Netherlands, 249–254.
Yang, D. (2004). “Compression stability of high strength steel sections with low strain-hardening.” Ph.D. thesis, School of Civil and Mining Engineering, Univ. of Sydney, Sydney, Australia.
Yang, D., and Hancock, G. J. (2004). “Compression tests of high strength steel channel columns with interaction between local and distortional buckling.” J. Struct. Eng., 130(12), 1954–1963.
Yang, D., and Hancock, G. J. (2003). “Compression tests of cold-reduced high strength steel channel columns failing in the distortional mode.” Advances in Structures (Proceedings of the ASSCCA'03 Conference held in Sydney, Australia), G. Hancock, M. Bradford, T. Wilkinson, B. Uy, and K. Rasmussen, eds., Balkema, Lisse, The Netherlands, 303–308.
Young, B., and Yan, J. (2002). “Finite element analysis and design of fixed-ended plain channel columns.” Finite Elem. Anal. Design, 38(6), 549–566.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 4April 2006
Pages: 529 - 540

History

Received: Jan 31, 2005
Accepted: May 3, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Benjamin W. Schafer

Authors

Affiliations

Nuno Silvestre
Assistant Professor, Dept. of Civil Engineering, IST/ICIST, Technical Univ. of Lisbon, Av. Rovisco Pais, 1049-001 Lisbon, Portugal.
Dinar Camotim, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, IST/ICIST, Technical Univ. of Lisbon, Av. Rovisco Pais, 1049-001 Lisbon, Portugal (corresponding author). E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share