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    Vibration Confinement Phenomena in Disordered, Mono-Coupled, Multi-Span Beams

    Source: Journal of Vibration and Acoustics:;1992:;volume( 114 ):;issue: 004::page 521
    Author:
    D. Bouzit
    ,
    C. Pierre
    DOI: 10.1115/1.2930294
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effects of small, periodicity-destroying irregularities on the dynamics of multi-span beams are examined. It is shown that minute deviations of the span lengths from an ideal value alter qualitatively the dynamic response by localizing vibrations and waves to small geometric regions. These confinement phenomena are studied over a wide frequency range for beams resting on simple supports and with variable interspan coupling. Approximations of the localization factor (the average rate of spatial exponential decay of the vibration amplitude) are derived by statistical perturbation methods and validated by Monte Carlo simulations. If the interspan coupling is strong, localization effects are weak and of no practical significance for most engineering structures. On the other hand, localization is severe for small interspan coupling. Confinement is also generally stronger near the edges of frequency passbands and increases nearly linearly with frequency from passband to passband. This means that strong localization occurs at high frequencies, even for large static coupling between spans.
    keyword(s): Vibration , Approximation , Arches , Dynamic response , Frequency , Dynamics (Mechanics) , Structures , Waves AND Engineering simulation ,
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      Vibration Confinement Phenomena in Disordered, Mono-Coupled, Multi-Span Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/111163
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    contributor authorD. Bouzit
    contributor authorC. Pierre
    date accessioned2017-05-08T23:40:05Z
    date available2017-05-08T23:40:05Z
    date copyrightOctober, 1992
    date issued1992
    identifier issn1048-9002
    identifier otherJVACEK-28804#521_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/111163
    description abstractThe effects of small, periodicity-destroying irregularities on the dynamics of multi-span beams are examined. It is shown that minute deviations of the span lengths from an ideal value alter qualitatively the dynamic response by localizing vibrations and waves to small geometric regions. These confinement phenomena are studied over a wide frequency range for beams resting on simple supports and with variable interspan coupling. Approximations of the localization factor (the average rate of spatial exponential decay of the vibration amplitude) are derived by statistical perturbation methods and validated by Monte Carlo simulations. If the interspan coupling is strong, localization effects are weak and of no practical significance for most engineering structures. On the other hand, localization is severe for small interspan coupling. Confinement is also generally stronger near the edges of frequency passbands and increases nearly linearly with frequency from passband to passband. This means that strong localization occurs at high frequencies, even for large static coupling between spans.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVibration Confinement Phenomena in Disordered, Mono-Coupled, Multi-Span Beams
    typeJournal Paper
    journal volume114
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2930294
    journal fristpage521
    journal lastpage530
    identifier eissn1528-8927
    keywordsVibration
    keywordsApproximation
    keywordsArches
    keywordsDynamic response
    keywordsFrequency
    keywordsDynamics (Mechanics)
    keywordsStructures
    keywordsWaves AND Engineering simulation
    treeJournal of Vibration and Acoustics:;1992:;volume( 114 ):;issue: 004
    contenttypeFulltext
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