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    Mechanical Behavior of Metal Contact Joint

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author:
    Shigeru Kuranishi
    ,
    Futami Naganuma
    ,
    Masatoshi Nakazawa
    ,
    Tetsuo Iwakuma
    DOI: 10.1061/(ASCE)0733-9445(1994)120:7(1977)
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the transmitting capacity of the so‐called surface or metal contact joints by which the compressive stresses are transmitted through the directly contacting surface of steel plates. The imperfections of the contacted surface are modeled by the cylindrical and periodical sinusoidal form, and the stress distribution up to the yield state is simulated using the finite element method as a contact problem. The yielded portion of the plate spreads in the relatively small portion close to the surface, and the longitudinal displacements are not so large in this state. Therefore, the contact joint can transmit compressive loads of almost the full plastic capacity. The stress sharing with the splice plate is also evaluated by a simple spring model associated with the roughness of the contact joint, and is closely related to the bolt pitch. Therefore, the maximum tolerance for the gaps should be determined by the tolerable deformation of the contact joints and the requirements for the combined bolted joints as a total system.
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      Mechanical Behavior of Metal Contact Joint

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    https://yetl.yabesh.ir/yetl1/handle/yetl/32017
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    contributor authorShigeru Kuranishi
    contributor authorFutami Naganuma
    contributor authorMasatoshi Nakazawa
    contributor authorTetsuo Iwakuma
    date accessioned2017-05-08T20:55:36Z
    date available2017-05-08T20:55:36Z
    date copyrightJuly 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A7%281977%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32017
    description abstractThis paper discusses the transmitting capacity of the so‐called surface or metal contact joints by which the compressive stresses are transmitted through the directly contacting surface of steel plates. The imperfections of the contacted surface are modeled by the cylindrical and periodical sinusoidal form, and the stress distribution up to the yield state is simulated using the finite element method as a contact problem. The yielded portion of the plate spreads in the relatively small portion close to the surface, and the longitudinal displacements are not so large in this state. Therefore, the contact joint can transmit compressive loads of almost the full plastic capacity. The stress sharing with the splice plate is also evaluated by a simple spring model associated with the roughness of the contact joint, and is closely related to the bolt pitch. Therefore, the maximum tolerance for the gaps should be determined by the tolerable deformation of the contact joints and the requirements for the combined bolted joints as a total system.
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Metal Contact Joint
    typeJournal Paper
    journal volume120
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:7(1977)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007
    contenttypeFulltext
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