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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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