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    ET for Tensile Prestrained Tubular Struts

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author:
    Lewis C. Schmidt
    ,
    Peter R. Morgan
    DOI: 10.1061/(ASCE)0733-9445(1986)112:5(1115)
    Publisher: American Society of Civil Engineers
    Abstract: Strain reversal in the inelastic range may cause a dramatic drop in the tangent modulus for mild steel struts. Other material properties also affect the tangent modulus. Consequently the influence of several of these properties is examined for an electric‐resistance welded steel tube. The variables chosen are: (1) Strain hardening caused by varying the amount of tensile prestrain; (2) strain aging; (3) and the Bauschinger effect, for a specific steel type. The results of 39 stub column tests on rimmed steel specimens show that tensile prestrain reduces the tangent modulus compared with that found for the as‐received tube, but strain aging is seen to be highly significant in reducing this loss in value. The variations obtained for the tangent modulus are illustrated for low, intermediate, and high axial tresses. The variations are given as functions of the amount of tensile prestrain and whether the steel is fully aged or non‐aged. The importance of knowledge of prior strain history of a material is highlighted.
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      ET for Tensile Prestrained Tubular Struts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29783
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    • Journal of Structural Engineering

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    contributor authorLewis C. Schmidt
    contributor authorPeter R. Morgan
    date accessioned2017-05-08T20:52:00Z
    date available2017-05-08T20:52:00Z
    date copyrightMay 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A5%281115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29783
    description abstractStrain reversal in the inelastic range may cause a dramatic drop in the tangent modulus for mild steel struts. Other material properties also affect the tangent modulus. Consequently the influence of several of these properties is examined for an electric‐resistance welded steel tube. The variables chosen are: (1) Strain hardening caused by varying the amount of tensile prestrain; (2) strain aging; (3) and the Bauschinger effect, for a specific steel type. The results of 39 stub column tests on rimmed steel specimens show that tensile prestrain reduces the tangent modulus compared with that found for the as‐received tube, but strain aging is seen to be highly significant in reducing this loss in value. The variations obtained for the tangent modulus are illustrated for low, intermediate, and high axial tresses. The variations are given as functions of the amount of tensile prestrain and whether the steel is fully aged or non‐aged. The importance of knowledge of prior strain history of a material is highlighted.
    publisherAmerican Society of Civil Engineers
    titleET for Tensile Prestrained Tubular Struts
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:5(1115)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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