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    Formula for Stiffness of Bolted-Joint Members with Sleeve and Its Applications

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 007
    Author:
    Y. D. Kwon
    ,
    Nam Seo Goo
    ,
    T. H. Yun
    ,
    J. K. Park
    DOI: 10.1061/(ASCE)0733-9445(2002)128:7(951)
    Publisher: American Society of Civil Engineers
    Abstract: In the case of mechanical structures joined by bolts and nuts, many studies have been conducted on the stiffness of the joined members. Accordingly, an appropriate formula for this case has already been formulated and verified by experimentation. However, the case of joined members with a sleeve, which is a common situation in civil engineering, has not yet been considered. Consequently, an elastic closed-form solution is derived for evaluating the stiffness of bolted-joint members with a sleeve, the material of which is different from the joined members. The proposed formula is then verified by an experiment and finite element method. And then it is used to calculate member stiffness in a concrete structure. The results confirm that the proposed formula can be effectively used to calculate the stiffness of joined members with a sleeve, particularly when predicting the fatigue failure of a bolt under fluctuating loads.
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      Formula for Stiffness of Bolted-Joint Members with Sleeve and Its Applications

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33872
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    • Journal of Structural Engineering

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    contributor authorY. D. Kwon
    contributor authorNam Seo Goo
    contributor authorT. H. Yun
    contributor authorJ. K. Park
    date accessioned2017-05-08T20:58:26Z
    date available2017-05-08T20:58:26Z
    date copyrightJuly 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A7%28951%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33872
    description abstractIn the case of mechanical structures joined by bolts and nuts, many studies have been conducted on the stiffness of the joined members. Accordingly, an appropriate formula for this case has already been formulated and verified by experimentation. However, the case of joined members with a sleeve, which is a common situation in civil engineering, has not yet been considered. Consequently, an elastic closed-form solution is derived for evaluating the stiffness of bolted-joint members with a sleeve, the material of which is different from the joined members. The proposed formula is then verified by an experiment and finite element method. And then it is used to calculate member stiffness in a concrete structure. The results confirm that the proposed formula can be effectively used to calculate the stiffness of joined members with a sleeve, particularly when predicting the fatigue failure of a bolt under fluctuating loads.
    publisherAmerican Society of Civil Engineers
    titleFormula for Stiffness of Bolted-Joint Members with Sleeve and Its Applications
    typeJournal Paper
    journal volume128
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:7(951)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian