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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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