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    An Integral Equation Solution for Limit Loads Applied to Lugs on Cylindrical Shells

    Source: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 002::page 308
    Author:
    G. N. Brooks
    DOI: 10.1115/1.2928759
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A lower-bound limit analysis of loaded integral lugs on cylindrical shells is presented. Normal force and circumferential and longitudinal moment loadings on the lug are considered. The equilibrium solution, necessary for a lower bound, is obtained as a convolution integral of the concentrated load solutions of linear shallow shell theory. The load distribution is chosen to satisfy the yield condition everywhere, while maximizing the load. A simplified yield condition in terms of the shell stress resultants is used. Failure is assumed to occur in the shell, not the lug. Encouraging comparisons with available experimental results for moment-loaded rectangular lugs on pipes are presented. The use of shallow shell theory enables the problem geometry to be described by one less parameter than complete shell theory.
    keyword(s): Stress , Pipes , Integral equations , Shells , Force , Failure , Geometry AND Equilibrium (Physics) ,
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      An Integral Equation Solution for Limit Loads Applied to Lugs on Cylindrical Shells

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    http://yetl.yabesh.ir/yetl1/handle/yetl/109079
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    contributor authorG. N. Brooks
    date accessioned2017-05-08T23:36:25Z
    date available2017-05-08T23:36:25Z
    date copyrightMay, 1991
    date issued1991
    identifier issn0094-9930
    identifier otherJPVTAS-28326#308_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109079
    description abstractA lower-bound limit analysis of loaded integral lugs on cylindrical shells is presented. Normal force and circumferential and longitudinal moment loadings on the lug are considered. The equilibrium solution, necessary for a lower bound, is obtained as a convolution integral of the concentrated load solutions of linear shallow shell theory. The load distribution is chosen to satisfy the yield condition everywhere, while maximizing the load. A simplified yield condition in terms of the shell stress resultants is used. Failure is assumed to occur in the shell, not the lug. Encouraging comparisons with available experimental results for moment-loaded rectangular lugs on pipes are presented. The use of shallow shell theory enables the problem geometry to be described by one less parameter than complete shell theory.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAn Integral Equation Solution for Limit Loads Applied to Lugs on Cylindrical Shells
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2928759
    journal fristpage308
    journal lastpage313
    identifier eissn1528-8978
    keywordsStress
    keywordsPipes
    keywordsIntegral equations
    keywordsShells
    keywordsForce
    keywordsFailure
    keywordsGeometry AND Equilibrium (Physics)
    treeJournal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 002
    contenttypeFulltext
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