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    Failure Mechanism of New Bond‐Type Anchor Bolt Subject to Tension

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Yoshiaki Goto
    ,
    Makoto Obata
    ,
    Hirofumi Maeno
    ,
    Yoichi Kobayashi
    DOI: 10.1061/(ASCE)0733-9445(1993)119:4(1168)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to investigate the failure mechanism of a new bond‐type anchor bolt under tensile force so that a design method may be established. A conventional headed anchor bolt embedded in a concrete footing normally fails by pulling out a stress cone; however, the bond‐type anchor bolt exhibits a complex failure mode, here referred to as a mixed bond‐cone failure. To date, the theoretical aspects of this failure mechanism have not been established. With the needs of design application in mind, an analytical model to predict the ultimate strength of the bond‐type anchor bolt is presented. Experimental data confirm that this model can be used with acceptable accuracy to assess the ultimate strength and the failure mode of the bond‐type anchorage system.
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      Failure Mechanism of New Bond‐Type Anchor Bolt Subject to Tension

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31677
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    • Journal of Structural Engineering

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    contributor authorYoshiaki Goto
    contributor authorMakoto Obata
    contributor authorHirofumi Maeno
    contributor authorYoichi Kobayashi
    date accessioned2017-05-08T20:55:04Z
    date available2017-05-08T20:55:04Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A4%281168%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31677
    description abstractThe objective of this study is to investigate the failure mechanism of a new bond‐type anchor bolt under tensile force so that a design method may be established. A conventional headed anchor bolt embedded in a concrete footing normally fails by pulling out a stress cone; however, the bond‐type anchor bolt exhibits a complex failure mode, here referred to as a mixed bond‐cone failure. To date, the theoretical aspects of this failure mechanism have not been established. With the needs of design application in mind, an analytical model to predict the ultimate strength of the bond‐type anchor bolt is presented. Experimental data confirm that this model can be used with acceptable accuracy to assess the ultimate strength and the failure mode of the bond‐type anchorage system.
    publisherAmerican Society of Civil Engineers
    titleFailure Mechanism of New Bond‐Type Anchor Bolt Subject to Tension
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:4(1168)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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