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

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author:
    K. J. R. Rasmussen
    ,
    G. J. Hancock
    DOI: 10.1061/(ASCE)0733-9445(1993)119:8(2349)
    Publisher: American Society of Civil Engineers
    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
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      Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/79825
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    contributor authorK. J. R. Rasmussen
    contributor authorG. J. Hancock
    date accessioned2017-05-08T22:24:14Z
    date available2017-05-08T22:24:14Z
    date copyrightAugust 1993
    date issued1993
    identifier other44120486.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79825
    description abstractThe 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
    publisherAmerican Society of Civil Engineers
    titleDesign of Cold‐Formed Stainless Steel Tubular Members. I: Columns
    typeJournal Paper
    journal volume119
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:8(2349)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    contenttypeFulltext
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