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    Unsteady Aerodynamics and Vortex-Induced Aeroelastic Response of a Structural Angle Section

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 004::page 449
    Author:
    V. J. Modi
    ,
    J. E. Slater
    DOI: 10.1115/1.2930448
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Wake-body interactions for a two-dimensional structural angle member during stationary and vortex induced oscillatory conditions are studied using a conventional low turbulence wind tunnel. The response of an angle section with combined plunging and torsion indicates that the oscillations occur essentially in one of the two degrees-of-freedom. The measurements of frequency and phase substantiated this observation. The plunging resonance exhibits the familiar vortex capture phenomenon where the shedding frequency is controlled by the cylinder motion over a finite wind speed range. On the other hand, the torsional vibration shows a vortex control phenomenon where the vortex shedding governs the frequency of oscillation. The vortex-induced torsional resonance was found to be severe even at moderate damping levels. The results should prove useful in structural designs such as high-voltage transmission towers, antenna masts, bridges, etc., where angle sections are often used as secondary members.
    keyword(s): Aerodynamics , Vortices , Oscillations , Resonance , Cylinders , Wind tunnels , Vortex shedding , Electric potential , Measurement , Motion , Turbulence , Structural design , Wind velocity , Torsion , Wakes , Power transmission towers and poles , Degrees of freedom , Damping AND Vibration ,
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      Unsteady Aerodynamics and Vortex-Induced Aeroelastic Response of a Structural Angle Section

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114607
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    • Journal of Vibration and Acoustics

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    contributor authorV. J. Modi
    contributor authorJ. E. Slater
    date accessioned2017-05-08T23:45:56Z
    date available2017-05-08T23:45:56Z
    date copyrightOctober, 1994
    date issued1994
    identifier issn1048-9002
    identifier otherJVACEK-28816#449_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114607
    description abstractWake-body interactions for a two-dimensional structural angle member during stationary and vortex induced oscillatory conditions are studied using a conventional low turbulence wind tunnel. The response of an angle section with combined plunging and torsion indicates that the oscillations occur essentially in one of the two degrees-of-freedom. The measurements of frequency and phase substantiated this observation. The plunging resonance exhibits the familiar vortex capture phenomenon where the shedding frequency is controlled by the cylinder motion over a finite wind speed range. On the other hand, the torsional vibration shows a vortex control phenomenon where the vortex shedding governs the frequency of oscillation. The vortex-induced torsional resonance was found to be severe even at moderate damping levels. The results should prove useful in structural designs such as high-voltage transmission towers, antenna masts, bridges, etc., where angle sections are often used as secondary members.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUnsteady Aerodynamics and Vortex-Induced Aeroelastic Response of a Structural Angle Section
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2930448
    journal fristpage449
    journal lastpage456
    identifier eissn1528-8927
    keywordsAerodynamics
    keywordsVortices
    keywordsOscillations
    keywordsResonance
    keywordsCylinders
    keywordsWind tunnels
    keywordsVortex shedding
    keywordsElectric potential
    keywordsMeasurement
    keywordsMotion
    keywordsTurbulence
    keywordsStructural design
    keywordsWind velocity
    keywordsTorsion
    keywordsWakes
    keywordsPower transmission towers and poles
    keywordsDegrees of freedom
    keywordsDamping AND Vibration
    treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 004
    contenttypeFulltext
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