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    Experimental Investigation of Cylindrical Shell Stresses due to Penetration Loads Where R/T = 1264

    Source: Journal of Pressure Vessel Technology:;1983:;volume( 105 ):;issue: 003::page 201
    Author:
    R. A. Whipple
    ,
    J. Hagstrom
    ,
    H. Dykstra
    DOI: 10.1115/1.3264265
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Stresses and displacements for a nozzle connection typical of those found in a large storage or pressure vessel were measured for applied radial forces, circumferential moments and longitudinal moments. The test program was conducted on a 2 1/2-in. φ penetration, centered and welded into a 60 in. × 60 in. cylindrical panel with a radius to thickness ratio of 1264. The nozzle diameter to cylindrical shell diameter ratio was 0.01. The panel edges were bolted to a stiff rectangular frame. This report presents the measured radial deflections and nozzle rotations, the membrane stress resultants and shell bending moments in the vicinity of the penetration for the three loadings. A brief description of the model and the test procedure is also presented.
    keyword(s): Stress , Pipes , Nozzles , Deflection , Membranes , Shells , Storage , Thickness , Structural frames , Force AND Pressure vessels ,
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      Experimental Investigation of Cylindrical Shell Stresses due to Penetration Loads Where R/T = 1264

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/97513
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    contributor authorR. A. Whipple
    contributor authorJ. Hagstrom
    contributor authorH. Dykstra
    date accessioned2017-05-08T23:16:16Z
    date available2017-05-08T23:16:16Z
    date copyrightAugust, 1983
    date issued1983
    identifier issn0094-9930
    identifier otherJPVTAS-28224#201_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/97513
    description abstractStresses and displacements for a nozzle connection typical of those found in a large storage or pressure vessel were measured for applied radial forces, circumferential moments and longitudinal moments. The test program was conducted on a 2 1/2-in. φ penetration, centered and welded into a 60 in. × 60 in. cylindrical panel with a radius to thickness ratio of 1264. The nozzle diameter to cylindrical shell diameter ratio was 0.01. The panel edges were bolted to a stiff rectangular frame. This report presents the measured radial deflections and nozzle rotations, the membrane stress resultants and shell bending moments in the vicinity of the penetration for the three loadings. A brief description of the model and the test procedure is also presented.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental Investigation of Cylindrical Shell Stresses due to Penetration Loads Where R/T = 1264
    typeJournal Paper
    journal volume105
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264265
    journal fristpage201
    journal lastpage206
    identifier eissn1528-8978
    keywordsStress
    keywordsPipes
    keywordsNozzles
    keywordsDeflection
    keywordsMembranes
    keywordsShells
    keywordsStorage
    keywordsThickness
    keywordsStructural frames
    keywordsForce AND Pressure vessels
    treeJournal of Pressure Vessel Technology:;1983:;volume( 105 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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