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    Member Stiffness and Contact Pressure Distribution of Bolted Joints

    Source: Journal of Mechanical Design:;1994:;volume( 116 ):;issue: 002::page 550
    Author:
    T. F. Lehnhoff
    ,
    M. L. McKay
    ,
    Kwang Il Ko
    DOI: 10.1115/1.2919413
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Member stiffnesses and the stress distributions in the bolts and members of bolted joints have been calculated for various bolt sizes, as well as thicknesses and materials of the members. The finite element method has been used to calculate the displacement and the stress distributions in the components of the bolted joint. Using axisymmetric elements, the bolted joint could be analyzed as a two-dimensional problem. Member stiffness ratios were calculated from the finite element results and compared with those calculated by a commonly used theory. The values were approximately comparable (16–30 percent difference) for the assumptions under which the theory was applied. Formulas and dimensionless curves which can be used to estimate the member stiffness ratios for several kinds of bolted joints are presented.
    keyword(s): Pressure , Bolted joints AND Stiffness ,
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      Member Stiffness and Contact Pressure Distribution of Bolted Joints

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114093
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    contributor authorT. F. Lehnhoff
    contributor authorM. L. McKay
    contributor authorKwang Il Ko
    date accessioned2017-05-08T23:45:06Z
    date available2017-05-08T23:45:06Z
    date copyrightJune, 1994
    date issued1994
    identifier issn1050-0472
    identifier otherJMDEDB-27617#550_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114093
    description abstractMember stiffnesses and the stress distributions in the bolts and members of bolted joints have been calculated for various bolt sizes, as well as thicknesses and materials of the members. The finite element method has been used to calculate the displacement and the stress distributions in the components of the bolted joint. Using axisymmetric elements, the bolted joint could be analyzed as a two-dimensional problem. Member stiffness ratios were calculated from the finite element results and compared with those calculated by a commonly used theory. The values were approximately comparable (16–30 percent difference) for the assumptions under which the theory was applied. Formulas and dimensionless curves which can be used to estimate the member stiffness ratios for several kinds of bolted joints are presented.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMember Stiffness and Contact Pressure Distribution of Bolted Joints
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Mechanical Design
    identifier doi10.1115/1.2919413
    journal fristpage550
    journal lastpage557
    identifier eissn1528-9001
    keywordsPressure
    keywordsBolted joints AND Stiffness
    treeJournal of Mechanical Design:;1994:;volume( 116 ):;issue: 002
    contenttypeFulltext
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