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    Tensile Tests of Cold-Formed Stainless Steel Tubes

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author:
    Man-Tai Chen
    ,
    Ben Young
    DOI: 10.1061/(ASCE)ST.1943-541X.0002738
    Publisher: ASCE
    Abstract: In this study, an experimental program on cold-formed stainless steel tubular sections with and without perforations under pure tension is presented. Nine cross section series made of ferritic, lean duplex, and austenitic stainless steel were included. The square and rectangular stainless steel tubes had a nominal outer dimension ranging from 20 to 80 mm and nominal wall thickness ranging from 1.5 to 4 mm, while the nominal diameters of circular tubes were 60.5 and 76.3 mm. Tensile coupon tests were performed to determine the mechanical properties, and 21 full cross section tensile tests were performed on 9 specimens with circular perforations and the rest without perforation. Tensile test results were discussed and further compared with the tensile strengths predicted by the prevalent design rules for stainless steel structures, such as the American Specification SEI/ASCE8, Australian/New Zealand Standards AS/NZS4673, and European Code EN1993-1-4. The comparisons reveal that the tensile strength predictions by these design rules are quite conservative and scattered for cold-formed stainless steel tubular sections with and without perforations.
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      Tensile Tests of Cold-Formed Stainless Steel Tubes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267645
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    contributor authorMan-Tai Chen
    contributor authorBen Young
    date accessioned2022-01-30T21:05:44Z
    date available2022-01-30T21:05:44Z
    date issued9/1/2020 12:00:00 AM
    identifier other%28ASCE%29ST.1943-541X.0002738.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267645
    description abstractIn this study, an experimental program on cold-formed stainless steel tubular sections with and without perforations under pure tension is presented. Nine cross section series made of ferritic, lean duplex, and austenitic stainless steel were included. The square and rectangular stainless steel tubes had a nominal outer dimension ranging from 20 to 80 mm and nominal wall thickness ranging from 1.5 to 4 mm, while the nominal diameters of circular tubes were 60.5 and 76.3 mm. Tensile coupon tests were performed to determine the mechanical properties, and 21 full cross section tensile tests were performed on 9 specimens with circular perforations and the rest without perforation. Tensile test results were discussed and further compared with the tensile strengths predicted by the prevalent design rules for stainless steel structures, such as the American Specification SEI/ASCE8, Australian/New Zealand Standards AS/NZS4673, and European Code EN1993-1-4. The comparisons reveal that the tensile strength predictions by these design rules are quite conservative and scattered for cold-formed stainless steel tubular sections with and without perforations.
    publisherASCE
    titleTensile Tests of Cold-Formed Stainless Steel Tubes
    typeJournal Paper
    journal volume146
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002738
    page13
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    contenttypeFulltext
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