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    Cold-Formed Lean Duplex Stainless Steel Tubular Members under Concentrated Interior Bearing Loads

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author:
    Yancheng Cai
    ,
    Ben Young
    DOI: 10.1061/(ASCE)ST.1943-541X.0002343
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a total of 58 tests were performed on cold-formed lean duplex stainless steel (LDSS) tubular members under three different loading conditions of concentrated interior bearing forces. The loading conditions included interior-one-flange (IOF), interior-two-flange (ITF), and interior loading (IL). The loading conditions of IOF and ITF are specified in the US and Australian/New Zealand cold-formed stainless steel design specifications, and the loading condition of IL simulated the floor joist members positioned on a solid foundation subjected to concentrated bearing load. The cold-formed LDSS specimens were failed by web crippling. The test strengths were compared with the nominal strengths predicted by the international specifications for stainless steel structures. In addition, the strengths predicted by the North American specification for cold-formed carbon steel structures and those from the design equations proposed in the literature for cold-formed duplex stainless steel members were also compared with the test strengths. It was found that the nominal strengths predicted by the international specifications for stainless steel structures are conservative and reliable for cold-formed LDSS members under concentrated interior bearing loads. The predictions by the North American specification were generally unconservative and not reliable, whereas the predictions from the literature were generally less conservative and reliable compared with those predicted by the stainless steel design specifications.
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      Cold-Formed Lean Duplex Stainless Steel Tubular Members under Concentrated Interior Bearing Loads

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    contributor authorYancheng Cai
    contributor authorBen Young
    date accessioned2019-09-18T10:37:54Z
    date available2019-09-18T10:37:54Z
    date issued2019
    identifier other%28ASCE%29ST.1943-541X.0002343.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259595
    description abstractIn this study, a total of 58 tests were performed on cold-formed lean duplex stainless steel (LDSS) tubular members under three different loading conditions of concentrated interior bearing forces. The loading conditions included interior-one-flange (IOF), interior-two-flange (ITF), and interior loading (IL). The loading conditions of IOF and ITF are specified in the US and Australian/New Zealand cold-formed stainless steel design specifications, and the loading condition of IL simulated the floor joist members positioned on a solid foundation subjected to concentrated bearing load. The cold-formed LDSS specimens were failed by web crippling. The test strengths were compared with the nominal strengths predicted by the international specifications for stainless steel structures. In addition, the strengths predicted by the North American specification for cold-formed carbon steel structures and those from the design equations proposed in the literature for cold-formed duplex stainless steel members were also compared with the test strengths. It was found that the nominal strengths predicted by the international specifications for stainless steel structures are conservative and reliable for cold-formed LDSS members under concentrated interior bearing loads. The predictions by the North American specification were generally unconservative and not reliable, whereas the predictions from the literature were generally less conservative and reliable compared with those predicted by the stainless steel design specifications.
    publisherAmerican Society of Civil Engineers
    titleCold-Formed Lean Duplex Stainless Steel Tubular Members under Concentrated Interior Bearing Loads
    typeJournal Paper
    journal volume145
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002343
    page04019056
    treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    contenttypeFulltext
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