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    Frangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules

    Source: Journal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 003::page 326
    Author:
    Z. Lu
    ,
    D. V. Swenson
    ,
    D. L Fenton
    DOI: 10.1115/1.2842195
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the results of an investigation into the frangible joint behavior of tanks designed to API 650 rules. In such tanks, the roof-to-shell joint is intended to fail in the event of overpressurization, venting the tank and containing any remaining fluid. The reasoning behind present API design formulas is reviewed. Combustion analyses, structural analyses, and the results of testing are presented. Results show that higher pressures are reached before frangible joint failure than predicted by the present API 650 calculation. One consequence is that (for empty tanks) uplift of the bottom can be expected to occur more frequently than predicted using API 650. However, uplift does not necessarily mean bottom failure. Instead, the relative strength of the shell-to-bottom and roof-to-shell joints will determine failure. This ratio is larger for larger tanks. Recommendations are made as to possible changes in the design approach of API 650.
    keyword(s): Roofs , Storage tanks , American Petroleum Institute , Shells , Failure , Design , Testing , Combustion , Fluids , Structural analysis AND Formulas ,
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      Frangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules

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    http://yetl.yabesh.ir/yetl1/handle/yetl/117540
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    contributor authorZ. Lu
    contributor authorD. V. Swenson
    contributor authorD. L Fenton
    date accessioned2017-05-08T23:51:21Z
    date available2017-05-08T23:51:21Z
    date copyrightAugust, 1996
    date issued1996
    identifier issn0094-9930
    identifier otherJPVTAS-28369#326_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117540
    description abstractThis paper presents the results of an investigation into the frangible joint behavior of tanks designed to API 650 rules. In such tanks, the roof-to-shell joint is intended to fail in the event of overpressurization, venting the tank and containing any remaining fluid. The reasoning behind present API design formulas is reviewed. Combustion analyses, structural analyses, and the results of testing are presented. Results show that higher pressures are reached before frangible joint failure than predicted by the present API 650 calculation. One consequence is that (for empty tanks) uplift of the bottom can be expected to occur more frequently than predicted using API 650. However, uplift does not necessarily mean bottom failure. Instead, the relative strength of the shell-to-bottom and roof-to-shell joints will determine failure. This ratio is larger for larger tanks. Recommendations are made as to possible changes in the design approach of API 650.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFrangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules
    typeJournal Paper
    journal volume118
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2842195
    journal fristpage326
    journal lastpage331
    identifier eissn1528-8978
    keywordsRoofs
    keywordsStorage tanks
    keywordsAmerican Petroleum Institute
    keywordsShells
    keywordsFailure
    keywordsDesign
    keywordsTesting
    keywordsCombustion
    keywordsFluids
    keywordsStructural analysis AND Formulas
    treeJournal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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