Experimental Investigation of Cold-Formed Stainless Steel Columns
Publication: Journal of Structural Engineering
Volume 129, Issue 2
Abstract
An experimental investigation into the column strength of cold-formed stainless steel rectangular hollow sections is described in this paper. The columns tested displayed four cross-section sizes and were compressed between fixed ends. The tests were performed over a range of column lengths in order to obtain a column curve for each series of tests. The failure modes of the columns involved local buckling, overall flexural buckling, and combined local and overall buckling. The test strengths are compared with the design strengths predicted using the American, Australian/New Zealand, and European specifications for cold-formed stainless steel structures. The design strengths were calculated using the material properties obtained from both tensile coupon and stub column tests. It is concluded that the design strengths predicted by the three specifications are generally conservative. Reliability analysis of the design rules in the three specifications is performed. It is shown that the design strengths predicted by the Australian/New Zealand Standard are generally more reliable than the design strengths predicted by the American and European specifications.
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References
ASCE. (1991). “Specification for the design of cold-formed stainless steel structural members.” American Society of Civil Engineers, ANSI/ASCE-8-90, New York.
Australian/New Zealand Standard (Aust/NZS). (2001). “Cold-formed stainless steel structures.” Australian/New Zealand Standard, AS/NZS 4673:2001, Standards Australia, Sydney, Australia.
Australian Standard (AS). (1991). “Methods for tensile testing of metals.” AS 1391, Standards Association of Australia, Sydney, Australia.
European Committee for Standardization (Eurocode 3). (1996). “Design of steel structures, part 1.4: Supplementary rules for stainless steels.” European Committee for Standardization, ENV 1993-1-4, CEN, Brussels.
Galambos, T. V., ed. (1998). Guide to stability design criteria for metal structures, 5th Ed., Wiley, New York.
Ramberg, W., and Osgood, W. R. (1943). “Description of stress strain curves by three parameters.” Technical Note No. 902, National Advisory Committee for Aeronautics, Washington, D.C.
Young, B., and Hartono, W.(2002). “Compression tests of stainless steel tubular members.” J. Struct. Eng., 128(6), 754–761.
Young, B., and Rasmussen, K. J. R.(1998). “Tests of fixed-ended plain channel columns.” J. Struct. Eng., 124(2), 131–139.
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Sep 27, 2001
Accepted: Feb 1, 2002
Published online: Jan 15, 2003
Published in print: Feb 2003
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