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    Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams

    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(2368)
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents tests on square and circular stainless steel tubular beams. An important part of the test program was to quantify the increase in bending 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. Stress‐strain curves for shear were obtained using the coupon test results and the concept of affinity factors. A design method is proposed for stainless steel tubular beams. The method incorporates the increase in strength produced by the cold‐rolling process and is validated by comparing it to the test strengths. Design rules are proposed for the bending and shear strengths and for combined bending and shear. The design procedure proposed is an extension of that described in the ASCE
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      Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/75207
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    • Journal of Structural Engineering

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    contributor authorK. J. R. Rasmussen
    contributor authorG. J. Hancock
    date accessioned2017-05-08T22:15:06Z
    date available2017-05-08T22:15:06Z
    date copyrightAugust 1993
    date issued1993
    identifier other39997174.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75207
    description abstractThe paper presents tests on square and circular stainless steel tubular beams. An important part of the test program was to quantify the increase in bending 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. Stress‐strain curves for shear were obtained using the coupon test results and the concept of affinity factors. A design method is proposed for stainless steel tubular beams. The method incorporates the increase in strength produced by the cold‐rolling process and is validated by comparing it to the test strengths. Design rules are proposed for the bending and shear strengths and for combined bending and shear. The design procedure proposed is an extension of that described in the ASCE
    publisherAmerican Society of Civil Engineers
    titleDesign of Cold‐Formed Stainless Steel Tubular Members. II: Beams
    typeJournal Paper
    journal volume119
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:8(2368)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 008
    contenttypeFulltext
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