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    Experimental Study on Vortex Induced Vibrations of Highly Flexible Immersed Pipe Subjected to Top End Oscillations

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    H. I. Park
    ,
    Y. P. Hong
    ,
    M. Nakamura
    ,
    W. Koterayama
    DOI: 10.1061/(ASCE)0733-950X(2004)130:4(207)
    Publisher: American Society of Civil Engineers
    Abstract: This study reports an experimental investigation on vortex induced transverse vibrations of a highly flexible free hanging pipe. The experiment was carried out in a towing tank with a 6 m of long flexible rubber pipe, by exciting top end oscillations and measuring lateral displacements at nine points. The largest response amplitude of transverse vibrations occurs at the bottom part of the model for all excitation frequencies and amplitudes. Even though Kc numbers are different along the model length due to in-line response amplitude differences, transverse vibration frequencies are all the same along the model length. Transverse structural wave propagation is observed at the experiment and found in the measured data analysis. A transverse structural wave initiated at a particular point by vortex shedding propagates along the model length and resulting in all the response frequencies to be same.
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      Experimental Study on Vortex Induced Vibrations of Highly Flexible Immersed Pipe Subjected to Top End Oscillations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41534
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorH. I. Park
    contributor authorY. P. Hong
    contributor authorM. Nakamura
    contributor authorW. Koterayama
    date accessioned2017-05-08T21:10:32Z
    date available2017-05-08T21:10:32Z
    date copyrightJuly 2004
    date issued2004
    identifier other%28asce%290733-950x%282004%29130%3A4%28207%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41534
    description abstractThis study reports an experimental investigation on vortex induced transverse vibrations of a highly flexible free hanging pipe. The experiment was carried out in a towing tank with a 6 m of long flexible rubber pipe, by exciting top end oscillations and measuring lateral displacements at nine points. The largest response amplitude of transverse vibrations occurs at the bottom part of the model for all excitation frequencies and amplitudes. Even though Kc numbers are different along the model length due to in-line response amplitude differences, transverse vibration frequencies are all the same along the model length. Transverse structural wave propagation is observed at the experiment and found in the measured data analysis. A transverse structural wave initiated at a particular point by vortex shedding propagates along the model length and resulting in all the response frequencies to be same.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on Vortex Induced Vibrations of Highly Flexible Immersed Pipe Subjected to Top End Oscillations
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2004)130:4(207)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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