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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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