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    Effect of Strain Rate on Cold‐Formed Steel Stub Columns

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author:
    M. Kassar
    ,
    C. L. Pan
    ,
    W. W. Yu
    DOI: 10.1061/(ASCE)0733-9445(1992)118:11(3151)
    Publisher: American Society of Civil Engineers
    Abstract: The material properties of steel and the strength of steel members are affected by strain rate. To investigate this characteristic for compression members, 49 stub columns fabricated from 35XF sheet steel and 48 stub columns fabricated from 50XF sheet steel are studied experimentally and analytically under different strain rates. The strain rate ranged from
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      Effect of Strain Rate on Cold‐Formed Steel Stub Columns

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31296
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    contributor authorM. Kassar
    contributor authorC. L. Pan
    contributor authorW. W. Yu
    date accessioned2017-05-08T20:54:28Z
    date available2017-05-08T20:54:28Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A11%283151%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31296
    description abstractThe material properties of steel and the strength of steel members are affected by strain rate. To investigate this characteristic for compression members, 49 stub columns fabricated from 35XF sheet steel and 48 stub columns fabricated from 50XF sheet steel are studied experimentally and analytically under different strain rates. The strain rate ranged from
    publisherAmerican Society of Civil Engineers
    titleEffect of Strain Rate on Cold‐Formed Steel Stub Columns
    typeJournal Paper
    journal volume118
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:11(3151)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    contenttypeFulltext
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