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    3-D Inelastic Behavior of Tubular Members Supported on Nonlinear Rotational Springs

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004::page 320
    Author:
    F. Abbassian
    ,
    T. B. Lau
    ,
    G. M. Zintilis
    DOI: 10.1115/1.2919937
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper considers a theoretical analysis of the inelastic response of tubular brace members of offshore jackets which are supported on nonlinear rotational end springs and subjected to axial load and generally applied end bending moments. The present analysis is based on the concept of 3-D plastic hinge formation. The method assumes that plasticity is confined to discrete plastic hinges while the rest of the member remains elastic. This allows a rapid nonlinear analysis of the axial behavior of the member by a sequence of elastic solutions of the classical beam-column equations. It is shown that the model is able to simulate closely and efficiently the 3-D inelastic behavior of brace members under the foregoing support conditions.
    keyword(s): Springs , Hinges , Bracing (Construction) , Equations , Plasticity , Stress , Theoretical analysis AND Offshore platform jackets ,
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      3-D Inelastic Behavior of Tubular Members Supported on Nonlinear Rotational Springs

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/108961
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorF. Abbassian
    contributor authorT. B. Lau
    contributor authorG. M. Zintilis
    date accessioned2017-05-08T23:36:11Z
    date available2017-05-08T23:36:11Z
    date copyrightNovember, 1991
    date issued1991
    identifier issn0892-7219
    identifier otherJMOEEX-28078#320_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108961
    description abstractThis paper considers a theoretical analysis of the inelastic response of tubular brace members of offshore jackets which are supported on nonlinear rotational end springs and subjected to axial load and generally applied end bending moments. The present analysis is based on the concept of 3-D plastic hinge formation. The method assumes that plasticity is confined to discrete plastic hinges while the rest of the member remains elastic. This allows a rapid nonlinear analysis of the axial behavior of the member by a sequence of elastic solutions of the classical beam-column equations. It is shown that the model is able to simulate closely and efficiently the 3-D inelastic behavior of brace members under the foregoing support conditions.
    publisherThe American Society of Mechanical Engineers (ASME)
    title3-D Inelastic Behavior of Tubular Members Supported on Nonlinear Rotational Springs
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2919937
    journal fristpage320
    journal lastpage326
    identifier eissn1528-896X
    keywordsSprings
    keywordsHinges
    keywordsBracing (Construction)
    keywordsEquations
    keywordsPlasticity
    keywordsStress
    keywordsTheoretical analysis AND Offshore platform jackets
    treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
    contenttypeFulltext
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