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    Pressurized Cylindrical Shell With a Rigid Circular Inclusion

    Source: Journal of Pressure Vessel Technology:;1978:;volume( 100 ):;issue: 002::page 158
    Author:
    D. H. Bonde
    ,
    K. P. Rao
    DOI: 10.1115/1.3454446
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of a rigid circular inclusion on stresses in a cylindrical shell subjected to internal pressure has been studied. The two linear shallow shell equations governing the behavior of a cylindrical shell are converted into a single differential equation involving a curvature parameter and a potential function in nondimensionalized form. The solution in terms of Hankel functions is used to find membrane and bending stressses. Boundary conditions at the inclusion shell junction are expressed in a simple form involving the in-plane strains and change of curvature. Good agreement has been obtained for the limiting case of a flat plate. The shell results are plotted in nondimensional form for ready use.
    keyword(s): Pipes , Shells , Pressure , Stress , Differential equations , Boundary-value problems , Equations , Flat plates , Functions , Junctions AND Membranes ,
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      Pressurized Cylindrical Shell With a Rigid Circular Inclusion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/91493
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    contributor authorD. H. Bonde
    contributor authorK. P. Rao
    date accessioned2017-05-08T23:05:37Z
    date available2017-05-08T23:05:37Z
    date copyrightMay, 1978
    date issued1978
    identifier issn0094-9930
    identifier otherJPVTAS-28162#158_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91493
    description abstractThe effect of a rigid circular inclusion on stresses in a cylindrical shell subjected to internal pressure has been studied. The two linear shallow shell equations governing the behavior of a cylindrical shell are converted into a single differential equation involving a curvature parameter and a potential function in nondimensionalized form. The solution in terms of Hankel functions is used to find membrane and bending stressses. Boundary conditions at the inclusion shell junction are expressed in a simple form involving the in-plane strains and change of curvature. Good agreement has been obtained for the limiting case of a flat plate. The shell results are plotted in nondimensional form for ready use.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePressurized Cylindrical Shell With a Rigid Circular Inclusion
    typeJournal Paper
    journal volume100
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3454446
    journal fristpage158
    journal lastpage163
    identifier eissn1528-8978
    keywordsPipes
    keywordsShells
    keywordsPressure
    keywordsStress
    keywordsDifferential equations
    keywordsBoundary-value problems
    keywordsEquations
    keywordsFlat plates
    keywordsFunctions
    keywordsJunctions AND Membranes
    treeJournal of Pressure Vessel Technology:;1978:;volume( 100 ):;issue: 002
    contenttypeFulltext
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