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contributor authorSong, Xiaolei
contributor authorLiu, Haijun
date accessioned2022-02-05T22:10:29Z
date available2022-02-05T22:10:29Z
date copyright11/2/2020 12:00:00 AM
date issued2020
identifier issn1048-9002
identifier othervib_143_4_044501.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4277057
description abstractBistable clamped–clamped beams have been used in a wide range of applications such as switches, resonators, energy harvesting, and vibration reduction. Most studies on this classic buckling problem focus on obtaining either the static configuration and the required critical axial load or the natural frequencies and mode shapes of postbuckling vibrations analytically. In this article, we present our study including analytical modeling and experimental method on bistable clamped–clamped beams, aiming to understand the detailed snap-through process and the ensuing vibration. In the analytical model, by decomposing the transverse deflection into static buckling configuration and linear vibration, we obtain the natural frequencies and mode shapes for the buckled beam and investigate the effects of static deflection on the symmetric and antisymmetric modes. An experimental design using noncontact methods is implemented to directly measure the response of the whole beam in the snap-through process and the sound generated by the vibrating beam. The measurements are characterized in both time and frequency domain and found to be in good agreement with the analytical model. The study presented in this article enhances the fundamental understanding of the classical problem of bistable clamped–clamped beams.
publisherThe American Society of Mechanical Engineers (ASME)
titleFree Vibration of Bistable Clamped–Clamped Beams: Modeling and Experiment
typeJournal Paper
journal volume143
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4048553
journal fristpage044501-1
journal lastpage044501-8
page8
treeJournal of Vibration and Acoustics:;2020:;volume( 143 ):;issue: 004
contenttypeFulltext


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