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contributor authorS. A. Nayfeh
contributor authorA. H. Nayfeh
date accessioned2017-05-08T23:46:03Z
date available2017-05-08T23:46:03Z
date copyrightApril, 1994
date issued1994
identifier issn1048-9002
identifier otherJVACEK-28814#203_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114664
description abstractAn experimental study of the response of axially-symmetric (i.e., circular cross-section) cantilever beams to planar external excitations is presented. Because of the axial symmetry, one-to-one internal resonances occur at each natural frequency. These resonances cause the planar motions to lose stability and nonplanar (whirling) motions are observed. Under certain conditions, periodically-and chaotically-modulated motions may occur. In addition, when the beam is excited near one of its high natural frequencies, large first-mode responses accompanied by slow modulations of the amplitudes and phases of high-frequency modes are observed. This interaction between high-and low-frequency modes may be extremely dangerous because the amplitudes of the responses of the low-frequency modes can be very large compared with those of the directly excited high-frequency modes.
publisherThe American Society of Mechanical Engineers (ASME)
titleEnergy Transfer From High-to Low-Frequency Modes in a Flexible Structure via Modulation
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2930413
journal fristpage203
journal lastpage207
identifier eissn1528-8927
keywordsStability
keywordsEnergy transformation
keywordsCantilever beams
keywordsMotion
keywordsFlexible structures
keywordsFrequency AND Whirls
treeJournal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 002
contenttypeFulltext


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