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    Effect of Concrete Placement on Shear Strength of Headed Studs

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author:
    John M. Kuhn
    ,
    C. Dale Buckner
    DOI: 10.1061/(ASCE)0733-9445(1986)112:8(1965)
    Publisher: American Society of Civil Engineers
    Abstract: Tests were conducted to study the effect of concrete placement on the shear strength of headed studs. Twelve specimens were constructed, which differed only in the position of a stud-anchored steel plate during concrete placement. The tests indicate that headed studs in the top of a concrete element, with concrete cast beneath them, have significantly less strength than when the concrete is cast either above or to the side of the steel-concrete interface.
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      Effect of Concrete Placement on Shear Strength of Headed Studs

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    contributor authorJohn M. Kuhn
    contributor authorC. Dale Buckner
    date accessioned2017-05-08T20:52:08Z
    date available2017-05-08T20:52:08Z
    date copyrightAugust 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A8%281965%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29858
    description abstractTests were conducted to study the effect of concrete placement on the shear strength of headed studs. Twelve specimens were constructed, which differed only in the position of a stud-anchored steel plate during concrete placement. The tests indicate that headed studs in the top of a concrete element, with concrete cast beneath them, have significantly less strength than when the concrete is cast either above or to the side of the steel-concrete interface.
    publisherAmerican Society of Civil Engineers
    titleEffect of Concrete Placement on Shear Strength of Headed Studs
    typeJournal Paper
    journal volume112
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:8(1965)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    contenttypeFulltext
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