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    Forces on Vibrating Cylinder Near Wall in Current and Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    B. M. Sumer
    ,
    J. Fredsøe
    ,
    B. L. Jensen
    ,
    N. Christiansen
    DOI: 10.1061/(ASCE)0733-950X(1994)120:3(233)
    Publisher: American Society of Civil Engineers
    Abstract: Forces on a vibrating pipeline have been measured by measuring the instantaneous pressure in eight pressure cells around a vibrating cylinder. The cylinder can only vibrate in the cross‐flow direction. The vibrations are forced. The waves are introduced by the carriage technique. For the current‐alone case it turns out that the drag and the lift increase significantly with increasing amplitude of vibration. The influence is most pronounced at small values of the reduced velocity, where the increase can be up to a factor 3–4 for a free cylinder. Closer to the wall the influence is smaller for the drag, but very large for the lift. In the wave case, the drag, the inertia force, and the lift increase when the pipe is vibrating; the increase in drag is most pronounced for small
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      Forces on Vibrating Cylinder Near Wall in Current and Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41045
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorB. M. Sumer
    contributor authorJ. Fredsøe
    contributor authorB. L. Jensen
    contributor authorN. Christiansen
    date accessioned2017-05-08T21:09:47Z
    date available2017-05-08T21:09:47Z
    date copyrightMay 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A3%28233%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41045
    description abstractForces on a vibrating pipeline have been measured by measuring the instantaneous pressure in eight pressure cells around a vibrating cylinder. The cylinder can only vibrate in the cross‐flow direction. The vibrations are forced. The waves are introduced by the carriage technique. For the current‐alone case it turns out that the drag and the lift increase significantly with increasing amplitude of vibration. The influence is most pronounced at small values of the reduced velocity, where the increase can be up to a factor 3–4 for a free cylinder. Closer to the wall the influence is smaller for the drag, but very large for the lift. In the wave case, the drag, the inertia force, and the lift increase when the pipe is vibrating; the increase in drag is most pronounced for small
    publisherAmerican Society of Civil Engineers
    titleForces on Vibrating Cylinder Near Wall in Current and Waves
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:3(233)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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