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    A Rational Design of Thin-Walled Pressure Vessel Ends

    Source: Journal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 004::page 368
    Author:
    W. Szyszkowski
    ,
    P. G. Glockner
    DOI: 10.1115/1.3264918
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Optimal contours for heads of cylindrical pressure vessels are discussed. As opposed to the common method of preventing buckling in pressure vessel ends by means of increased wall thickness or local reinforcements, this paper proposes a design for “buckle-free” shapes in which the contour is established/adjusted so as to ensure stable behavior. A previous analysis by the authors, in which compressive stresses were eliminated, is extended so as to take into account the actual flexural rigidity of the wall. The shapes obtained from such buckle-free designs appear to be similar to standard ellipsoidal and torispherical ends and should be acceptable from various design and aesthetic viewpoints.
    keyword(s): Pressure vessels , Design , Shapes , Stiffness , Wall thickness , Buckling AND Compressive stress ,
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      A Rational Design of Thin-Walled Pressure Vessel Ends

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102872
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    contributor authorW. Szyszkowski
    contributor authorP. G. Glockner
    date accessioned2017-05-08T23:25:29Z
    date available2017-05-08T23:25:29Z
    date copyrightNovember, 1987
    date issued1987
    identifier issn0094-9930
    identifier otherJPVTAS-28294#368_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102872
    description abstractOptimal contours for heads of cylindrical pressure vessels are discussed. As opposed to the common method of preventing buckling in pressure vessel ends by means of increased wall thickness or local reinforcements, this paper proposes a design for “buckle-free” shapes in which the contour is established/adjusted so as to ensure stable behavior. A previous analysis by the authors, in which compressive stresses were eliminated, is extended so as to take into account the actual flexural rigidity of the wall. The shapes obtained from such buckle-free designs appear to be similar to standard ellipsoidal and torispherical ends and should be acceptable from various design and aesthetic viewpoints.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Rational Design of Thin-Walled Pressure Vessel Ends
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264918
    journal fristpage368
    journal lastpage373
    identifier eissn1528-8978
    keywordsPressure vessels
    keywordsDesign
    keywordsShapes
    keywordsStiffness
    keywordsWall thickness
    keywordsBuckling AND Compressive stress
    treeJournal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 004
    contenttypeFulltext
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