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contributor authorH. T. Banks
contributor authorD. J. Inman
contributor authorY. Wang
date accessioned2017-05-08T23:46:03Z
date available2017-05-08T23:46:03Z
date copyrightApril, 1994
date issued1994
identifier issn1048-9002
identifier otherJVACEK-28814#188_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114662
description abstractIn this paper we consider damping mechanisms in the context of dynamic beam models. We summarize previous efforts on various damping models (strain rate or Kelvin-Voigt, time hysteresis (Boltzmann), spatial hysteresis, bending rate/square root) for the Euler-Bernoulli beam theory. The Euler-Bernoulli theory is known to be inadequate for experiments in which high frequency modes have been excited. In such cases the Timoshenko theory may be more appropriate; we consider a number of damping hypotheses for this theory. Corresponding models are proposed and compared to experimental data in the context of parameter estimation or identification problems formulated in the frequency domain. Theoretical results related to the convergence of approximations to these infinite dimensional distributed parameter system estimation problems are presented. Associated computational findings for specific beam experiments are discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleBending and Shear Damping in Beams: Frequency Domain Estimation Techniques
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2930411
journal fristpage188
journal lastpage197
identifier eissn1528-8927
keywordsShear (Mechanics)
keywordsDamping
keywordsDistributed parameter systems
keywordsApproximation
keywordsParameter estimation AND Mechanisms
treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 002
contenttypeFulltext


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