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    Energy Transfer From High-to Low-Frequency Modes in a Flexible Structure via Modulation

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 002::page 203
    Author:
    S. A. Nayfeh
    ,
    A. H. Nayfeh
    DOI: 10.1115/1.2930413
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An 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.
    keyword(s): Stability , Energy transformation , Cantilever beams , Motion , Flexible structures , Frequency AND Whirls ,
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      Energy Transfer From High-to Low-Frequency Modes in a Flexible Structure via Modulation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114664
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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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    DSpace software copyright © 2002-2015  DuraSpace
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