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    Higher Order Wave Loading on Fixed, Slender, Surface-Piercing, Rigid Cylinders

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 001::page 23
    Author:
    K. Thiagarajan
    ,
    R. E. Baddour
    DOI: 10.1115/1.2919892
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The use of Morison’s equation together with the linear wave theory is considered a first approximation to evaluate the inline wave forces on a surface-piercing cylinder. Significant second-order forces are expected to arise from the waterline and dynamic pressure effects, even when a wave is described by the linear theory. Experiments have been carried out at the MUN (Memorial University of Newfoundland) wave tank facility to identify these second-order forces for various wave frequencies and for various cylinder diameters. A strain gage force transducer has been used for this purpose. First and second-order force components have been identified using a Fast Fourier Transform. Theoretical evaluation of wave forces involved computing components from Morison’s equation using second-order Stokes theory. The waterline forces and convective acceleration forces which contribute toward the total second-order force have also been evaluated. First-order results are in acceptance with previously established data. Theoretical considerations for second order are satisfactory. Scatter in second-order experimental results were observed. Different approaches to the second-order inertia force are compared. It is expected that the inclusion of second-order forces will lead to a better representation of wave loading on offshore structures.
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      Higher Order Wave Loading on Fixed, Slender, Surface-Piercing, Rigid Cylinders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/108997
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorK. Thiagarajan
    contributor authorR. E. Baddour
    date accessioned2017-05-08T23:36:16Z
    date available2017-05-08T23:36:16Z
    date copyrightFebruary, 1991
    date issued1991
    identifier issn0892-7219
    identifier otherJMOEEX-28071#23_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108997
    description abstractThe use of Morison’s equation together with the linear wave theory is considered a first approximation to evaluate the inline wave forces on a surface-piercing cylinder. Significant second-order forces are expected to arise from the waterline and dynamic pressure effects, even when a wave is described by the linear theory. Experiments have been carried out at the MUN (Memorial University of Newfoundland) wave tank facility to identify these second-order forces for various wave frequencies and for various cylinder diameters. A strain gage force transducer has been used for this purpose. First and second-order force components have been identified using a Fast Fourier Transform. Theoretical evaluation of wave forces involved computing components from Morison’s equation using second-order Stokes theory. The waterline forces and convective acceleration forces which contribute toward the total second-order force have also been evaluated. First-order results are in acceptance with previously established data. Theoretical considerations for second order are satisfactory. Scatter in second-order experimental results were observed. Different approaches to the second-order inertia force are compared. It is expected that the inclusion of second-order forces will lead to a better representation of wave loading on offshore structures.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHigher Order Wave Loading on Fixed, Slender, Surface-Piercing, Rigid Cylinders
    typeJournal Paper
    journal volume113
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2919892
    journal fristpage23
    journal lastpage29
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 001
    contenttypeFulltext
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