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    Experimental and Numerical Study of Coupled Dynamic Response of a Mini Tension Leg Platform

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 004::page 318
    Author:
    Anitha Joseph
    ,
    S. K. Bhattacharyya
    ,
    V. G. Idichandy
    DOI: 10.1115/1.1833358
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Role of mini tension leg platforms (TLP) in oil exploration and production in marginal deepwater fields is becoming increasingly important. Mini TLP combines the simplicity of a spar and favorable response features of a TLP. In this paper, the results of a detailed experimental and numerical investigation of the coupled dynamic behavior of a mini TLP are reported with special attention to hull-tether coupling. The experimental study has been carried out using a scaled model in wave flume with specially designed tethers whose first two “string” natural frequencies are excited by waves, thus achieving strong hull-tether coupling. The numerical study has been carried out using a nonlinear time domain finite element method specifically addressed to compliant offshore platforms using a combination of potential theory based wave loading and Morison-type wave loading. Extensive comparisons between numerical and experimental results have been made both for platform motions and deflected shapes of the tethers and conclusions drawn.
    keyword(s): Waves , Dynamic response , Tension-leg platforms , Hull , Motion , Tension , Pitch (Bituminous material) , Structures , Frequency , Wave forces , Wave frequency , Finite element analysis , Design AND Flumes ,
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      Experimental and Numerical Study of Coupled Dynamic Response of a Mini Tension Leg Platform

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/130598
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorAnitha Joseph
    contributor authorS. K. Bhattacharyya
    contributor authorV. G. Idichandy
    date accessioned2017-05-09T00:14:00Z
    date available2017-05-09T00:14:00Z
    date copyrightNovember, 2004
    date issued2004
    identifier issn0892-7219
    identifier otherJMOEEX-28250#318_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130598
    description abstractRole of mini tension leg platforms (TLP) in oil exploration and production in marginal deepwater fields is becoming increasingly important. Mini TLP combines the simplicity of a spar and favorable response features of a TLP. In this paper, the results of a detailed experimental and numerical investigation of the coupled dynamic behavior of a mini TLP are reported with special attention to hull-tether coupling. The experimental study has been carried out using a scaled model in wave flume with specially designed tethers whose first two “string” natural frequencies are excited by waves, thus achieving strong hull-tether coupling. The numerical study has been carried out using a nonlinear time domain finite element method specifically addressed to compliant offshore platforms using a combination of potential theory based wave loading and Morison-type wave loading. Extensive comparisons between numerical and experimental results have been made both for platform motions and deflected shapes of the tethers and conclusions drawn.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental and Numerical Study of Coupled Dynamic Response of a Mini Tension Leg Platform
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1833358
    journal fristpage318
    journal lastpage330
    identifier eissn1528-896X
    keywordsWaves
    keywordsDynamic response
    keywordsTension-leg platforms
    keywordsHull
    keywordsMotion
    keywordsTension
    keywordsPitch (Bituminous material)
    keywordsStructures
    keywordsFrequency
    keywordsWave forces
    keywordsWave frequency
    keywordsFinite element analysis
    keywordsDesign AND Flumes
    treeJournal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 004
    contenttypeFulltext
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