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    Background of ABS Buckling Strength Assessment Criteria for Cylindrical Shells in Offshore Structures

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 002::page 21012
    Author:
    Hai-Hong Sun
    ,
    Pao-Lin Tan
    DOI: 10.1115/1.2913349
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Cylindrical shells, unstiffened or stiffened with rings and/or stringers, are commonly used in offshore structures as main loading-carrying members. Comprehensive theoretical work and experimental studies on the buckling behavior of cylindrical shells have been carried out in the past. The increasing offshore application of stiffened cylindrical shells has raised some new challenges that need to be addressed. This paper provides the fundamental principles and technical background of the ABS buckling strength assessment criteria for cylindrical shells applied in offshore structures. The accuracy of ABS buckling criteria for assessing the cylindrical shells is established by benchmarking the results against an extensive database of test results assembled by American Bureau of Shipping. The results are also compared against current recognized offshore standards, such as API Bulletins 2U and DnV CN30.1. It is demonstrated that the ABS criteria provide very effective and sufficiently accurate predictions for the cylindrical shell buckling calculations.
    keyword(s): Pipes , Buckling , Offshore structures AND Stress ,
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      Background of ABS Buckling Strength Assessment Criteria for Cylindrical Shells in Offshore Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/139138
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorHai-Hong Sun
    contributor authorPao-Lin Tan
    date accessioned2017-05-09T00:30:08Z
    date available2017-05-09T00:30:08Z
    date copyrightMay, 2008
    date issued2008
    identifier issn0892-7219
    identifier otherJMOEEX-28328#021012_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139138
    description abstractCylindrical shells, unstiffened or stiffened with rings and/or stringers, are commonly used in offshore structures as main loading-carrying members. Comprehensive theoretical work and experimental studies on the buckling behavior of cylindrical shells have been carried out in the past. The increasing offshore application of stiffened cylindrical shells has raised some new challenges that need to be addressed. This paper provides the fundamental principles and technical background of the ABS buckling strength assessment criteria for cylindrical shells applied in offshore structures. The accuracy of ABS buckling criteria for assessing the cylindrical shells is established by benchmarking the results against an extensive database of test results assembled by American Bureau of Shipping. The results are also compared against current recognized offshore standards, such as API Bulletins 2U and DnV CN30.1. It is demonstrated that the ABS criteria provide very effective and sufficiently accurate predictions for the cylindrical shell buckling calculations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBackground of ABS Buckling Strength Assessment Criteria for Cylindrical Shells in Offshore Structures
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2913349
    journal fristpage21012
    identifier eissn1528-896X
    keywordsPipes
    keywordsBuckling
    keywordsOffshore structures AND Stress
    treeJournal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 002
    contenttypeFulltext
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