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    Vortex Shedding Induced Dynamic Response of Marine Risers

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 002::page 214
    Author:
    F. Rajabi
    ,
    M. F. Zedan
    ,
    A. Mangiavacchi
    DOI: 10.1115/1.3231040
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical model to predict the dynamic response of a riser in regular waves or in current to vortex shedding-induced lift forces is described. The riser is treated as a continuous beam under tension. A modal superposition scheme is used to solve the linearized equation of motion in the frequency domain. The excitation lift force is represented by a harmonic function with a frequency equal to the dominant vortex shedding frequency. Empirical correlations are used to determine the lift coefficients and shedding frequencies along the riser. Lift amplification is considered at or near the “lock-in” conditions. The fluid resistance to riser oscillations is represented by a Morison’s equation-type expression.
    keyword(s): Dynamic response , Marine drilling risers , Vortex shedding , Pipeline risers , Lift (Fluid dynamics) , Waves , Equations of motion , Vortices , Equations , Frequency , Oscillations , Locks (Waterways) , Drag (Fluid dynamics) AND Tension ,
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      Vortex Shedding Induced Dynamic Response of Marine Risers

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/98306
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    • Journal of Energy Resources Technology

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    contributor authorF. Rajabi
    contributor authorM. F. Zedan
    contributor authorA. Mangiavacchi
    date accessioned2017-05-08T23:17:35Z
    date available2017-05-08T23:17:35Z
    date copyrightJune, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26398#214_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98306
    description abstractAn analytical model to predict the dynamic response of a riser in regular waves or in current to vortex shedding-induced lift forces is described. The riser is treated as a continuous beam under tension. A modal superposition scheme is used to solve the linearized equation of motion in the frequency domain. The excitation lift force is represented by a harmonic function with a frequency equal to the dominant vortex shedding frequency. Empirical correlations are used to determine the lift coefficients and shedding frequencies along the riser. Lift amplification is considered at or near the “lock-in” conditions. The fluid resistance to riser oscillations is represented by a Morison’s equation-type expression.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVortex Shedding Induced Dynamic Response of Marine Risers
    typeJournal Paper
    journal volume106
    journal issue2
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231040
    journal fristpage214
    journal lastpage221
    identifier eissn1528-8994
    keywordsDynamic response
    keywordsMarine drilling risers
    keywordsVortex shedding
    keywordsPipeline risers
    keywordsLift (Fluid dynamics)
    keywordsWaves
    keywordsEquations of motion
    keywordsVortices
    keywordsEquations
    keywordsFrequency
    keywordsOscillations
    keywordsLocks (Waterways)
    keywordsDrag (Fluid dynamics) AND Tension
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 002
    contenttypeFulltext
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