TECHNICAL PAPERS
Aug 1, 1993

Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns

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Publication: Journal of Structural Engineering
Volume 119, Issue 8

Abstract

The paper presents compression tests on square and circular stainless steel tubes, including stub column and long column tests. An important part of the test program was to quantify the increase in column strength resulting from cold work during the fabrication process. Tension and compression tests on coupons cut from finished tubes were also included in the test program, as were measurements of residual strains produced by the cold‐rolling process. A design method is proposed for stainless steel tubular columns. The method incorporates the increase in strength produced by the cold‐rolling process and is validated by comparing it to the test strengths. It is demonstrated that the proposed design procedure provides column strengths that are much closer to the test strengths than design strengths based on the annealed material properties. The design procedure proposed is an extension of that described in the ASCE Specification for the Design of Cold‐formed Stainless Steel Structural Members.

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References

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Bild, S., and Trahair, N. S. (1988). “Steel column strength models.” J. Const. Steel Res., 11(1).
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“Cold‐formed welded and seamless carbon steel structural tubing in rounds and shapes.” (1984). ASTM A500, American Society for Testing Materials, Philadelphia, Pa.
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Hill, H. N. (1944). “Determination of stress strain relations from the offset yield strength values.” Technical Note No. 927.
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Lin, S. H., Yu, W. W., and Galambos, T. V. (1988a). “Design of cold‐formed stainless steel structural members—proposed allowable stress design specification with commentary.” Third Progress Report, University of Missouri‐Rolla, Rolla, Mo.
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Lin, S. H., Yu, W. W., and Galambos, T. V. (1988b). “Load and resistance factor design of cold‐formed stainless steel—statistical analyses and material properties and development of the LRFD provisions.” Fourth Progress Report, University of Missouri‐Rolla, Rolla, Mo.
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Load and resistance factor design specification for structural steel buildings. (1986). American Institute of Steel Construction, Chicago, Ill.
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“Methods for tensile testing of metals.” (1974). AS1391‐1974. Standards Association of Australia, Sydney, Australia.
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Ramberg, W., and Osgood, W. R. (1943). “Description of stress strain curves by three parameters.” Tech. Note No. 902, National Advisory Committee for Aeronautics, Washington, D.C.
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Rasmussen, K. J. R., and Hancock, G. J. (1990a). “Stainless steel tubular columns—tests and design.” Proc. Tenth Int. Specialty Conf. on Cold‐formed Steel Structures, W. W. Yu and R. A. LaBoube, eds., St. Louis, Mo., University of Missouri, Rolla, Mo., 471–491.
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Rasmussen, K. J. R., and Hancock, G. J. (1990b). “Strength tests on stainless steel tubular columns.” Proc. Second Nat. Struct. Engrg. Conf., Institute of Engineers, Australia, Adelaide, Australia.
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Specification for the design of cold‐formed stainless steel structural members. (1990). American Society for Civil Engineers, New York, N.Y.
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Specification for the design of cold‐formed steel structural members. (1968a). American Iron and Steel Institute, New York, N.Y.
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“Specification for the design of cold‐formed steel structural members.” (1986). Cold‐formed steel design manual, Part 1. American Iron and Steel Institute, Washington, D.C.
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Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 8August 1993
Pages: 2349 - 2367

History

Received: May 26, 1992
Published online: Aug 1, 1993
Published in print: Aug 1993

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Authors

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K. J. R. Rasmussen
Lect., School of Civ. and Mining Engrg., Univ. of Sydney, 2006 NSW, Australia
G. J. Hancock
BHP Steel Prof. of Steel Structures, School of Civ. and Mining Engrg., Univ. of Sydney, 2006 NSW, Australia

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