TECHNICAL PAPERS
Sep 15, 2003

Compression Tests of Channels with Inclined Simple Edge Stiffeners

Publication: Journal of Structural Engineering
Volume 129, Issue 10

Abstract

The paper describes a series of tests on cold-formed channels with inclined simple edge stiffeners compressed between fixed ends. The simple edge stiffeners of the channel sections consist of simple lips. The new North American Specification and the Australian/New Zealand Standard for cold-formed steel structures provide design rules for channels with inclined edge stiffeners. However, the design rules are mainly based on tests of sections having edge stiffeners perpendicular to the flanges. The provisions for inclined edge stiffeners are determined based on intuition without rigorous experimental evidence. Hence, it is important to obtain test data for sections with edge stiffeners not perpendicular to the flanges. A series of compression tests was performed on cold-formed channels with inclined edge stiffeners. The edge stiffeners of the channels were inclined at different angles for both outwards and inwards. The distortional buckling mode, where the flange and lip rotate about the flange-web junction restrained by the web, was observed in all tests. The test strengths are compared with the design strengths predicted by the North American Specification, the American Iron and Steel Institute Specification, and the Australian/New Zealand Standard for cold-formed steel structures. For the North American Specification and the American Iron and Steel Institute Specification, the distortional buckling mode is not explicitly accounted for in design. However, the Australian/New Zealand Standard has explicit design rules for distortional buckling in addition to the edge stiffened design rules which are the same as the American Iron and Steel Institute Specification.

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References

American Iron and Steel Institute (AISI). (1996). “Specification for the design of cold-formed steel structural members.” AISI, Washington, D.C.
Australian Standard (AS). (1991). “Methods for tensile testing of metals.” AS 1391, Standards Association of Australia, Sydney, Australia.
Australian Standard (AS). (1993). “Steel sheet and strip—Hot-dipped zinc-coated or aluminium/zinc-coated.” AS 1397, Standards Association of Australia, Sydney, Australia.
Australian/New Zealand Standard (AS/NZS). (1996). “Cold-formed steel structures.” AS/NZS 4600:1996, Standards Australia, Sydney, Australia.
Desmond, T. P., Peköz, T., and Winter, G.(1981). “Edge stiffeners for thin-walled members.” J. Struct. Eng., 107(2), 329–353.
Dinovitzer, A. S., Sohrabpour, M., and Schuster, R. M. (1992). “Observations and comments pertaining to CAN/CSA-S136-M89.” Proc., 11th Int. Specialty Conf. on Cold-formed Steel Structures, W. W. Yu and R. A. LaBoube, eds., Univ. of Missouri-Rolla, Rolla, Mo., 551–569.
North American Specification (NAS). (2001). “Specification for the design of cold-formed steel structural members.” North American cold-formed steel specification, American Iron and Steel Institute, Washington, D.C.
Papangelis, J. P., and Hancock, G. J.(1995). “Computer analysis of thin-walled structural members.” Comput. Struct., 56(1), 157–176.
Young, B., and Rasmussen, K. J. R.(1998a). “Tests of fixed-ended plain channel columns.” J. Struct. Eng., 124(2), 131–139.
Young, B., and Rasmussen, K. J. R.(1998b). “Design of lipped channel columns.” J. Struct. Eng., 124(2), 140–148.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 129Issue 10October 2003
Pages: 1403 - 1411

History

Received: Feb 15, 2002
Accepted: Dec 13, 2002
Published online: Sep 15, 2003
Published in print: Oct 2003

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Authors

Affiliations

Ben Young, M.ASCE
Assistant Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Gregory J. Hancock
BHP Steel Professor of Steel Structures, Dept. of Civil Engineering, Univ. of Sydney, New South Wales 2006, Australia.

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