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    Enforcing Nodes to Suppress Vibration Along a Harmonically Forced Damped Euler-Bernoulli Beam

    Source: Journal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 005::page 51010
    Author:
    Philip D. Cha
    ,
    Jennifer M. Rinker
    DOI: 10.1115/1.4006375
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, properly tuned damped absorbers are used to suppress excess vibration anywhere along an arbitrarily supported, damped Euler-Bernoulli beam during forced harmonic excitations. This vibration suppression is achieved by enforcing distinct nodes, or points of zero vibration, at desired locations along the beam. Instead of directly solving for the absorber parameter, which is highly computationally intensive, an efficient method is developed whereby the restoring forces exerted by the damped absorbers are first determined using Gaussian elimination. These restoring forces are then used to tune the parameters of the damped oscillators. Numerical experiments show that by inducing nodes at the appropriate locations, a region of nearly zero vibration amplitudes can be enforced, effectively quenching vibration in that segment of the beam.
    keyword(s): Force , Damping , Design , Vibration , Vibration absorbers , Deflection , Equations , Steady state , Springs AND Vibration suppression ,
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      Enforcing Nodes to Suppress Vibration Along a Harmonically Forced Damped Euler-Bernoulli Beam

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    http://yetl.yabesh.ir/yetl1/handle/yetl/150610
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    contributor authorPhilip D. Cha
    contributor authorJennifer M. Rinker
    date accessioned2017-05-09T00:55:31Z
    date available2017-05-09T00:55:31Z
    date copyrightOctober, 2012
    date issued2012
    identifier issn1048-9002
    identifier otherJVACEK-926081#051010_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150610
    description abstractIn this paper, properly tuned damped absorbers are used to suppress excess vibration anywhere along an arbitrarily supported, damped Euler-Bernoulli beam during forced harmonic excitations. This vibration suppression is achieved by enforcing distinct nodes, or points of zero vibration, at desired locations along the beam. Instead of directly solving for the absorber parameter, which is highly computationally intensive, an efficient method is developed whereby the restoring forces exerted by the damped absorbers are first determined using Gaussian elimination. These restoring forces are then used to tune the parameters of the damped oscillators. Numerical experiments show that by inducing nodes at the appropriate locations, a region of nearly zero vibration amplitudes can be enforced, effectively quenching vibration in that segment of the beam.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEnforcing Nodes to Suppress Vibration Along a Harmonically Forced Damped Euler-Bernoulli Beam
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4006375
    journal fristpage51010
    identifier eissn1528-8927
    keywordsForce
    keywordsDamping
    keywordsDesign
    keywordsVibration
    keywordsVibration absorbers
    keywordsDeflection
    keywordsEquations
    keywordsSteady state
    keywordsSprings AND Vibration suppression
    treeJournal of Vibration and Acoustics:;2012:;volume( 134 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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