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    Vibration Response Characteristics of Quasi-Periodic Sandwich Beam With Magnetorheological Visco-Elastomer Core Under Random Support Excitations

    Source: Journal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 005::page 51017
    Author:
    Ying, Z. G.
    ,
    Ni, Y. Q.
    ,
    Huan, R. H.
    DOI: 10.1115/1.4039726
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The vibration control of a sandwich beam with supported mass subjected to random support motion excitations can be performed using magnetorheological visco-elastomer core with adjustable dynamic properties. The periodic distributions of geometrical and physical parameters of the sandwich beam can improve its vibration response characteristics. To further improve characteristics or reduce responses, the quasi-periodic sandwich beam with supported mass under random excitations is studied. The facial layer thickness and core layer modulus of the sandwich beam are considered as quasi-periodic distributions. The partial differential equations for the horizontal and vertical coupling motions of the sandwich beam are derived and converted into ordinary differential equations for multi-degrees-of-freedom (DOFs) vibration. The expressions of frequency response and response spectral densities of the sandwich beam are obtained. Numerical results are given to illustrate the greatly improvable vibration response characteristics of the sandwich beam and the outstanding relative reduction localization of antiresonant responses. The proposed quasi-periodic distribution and analysis method can be used for the vibration control design of sandwich beams subjected to random excitations.
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      Vibration Response Characteristics of Quasi-Periodic Sandwich Beam With Magnetorheological Visco-Elastomer Core Under Random Support Excitations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4253511
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    contributor authorYing, Z. G.
    contributor authorNi, Y. Q.
    contributor authorHuan, R. H.
    date accessioned2019-02-28T11:10:43Z
    date available2019-02-28T11:10:43Z
    date copyright5/4/2018 12:00:00 AM
    date issued2018
    identifier issn1048-9002
    identifier othervib_140_05_051017.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4253511
    description abstractThe vibration control of a sandwich beam with supported mass subjected to random support motion excitations can be performed using magnetorheological visco-elastomer core with adjustable dynamic properties. The periodic distributions of geometrical and physical parameters of the sandwich beam can improve its vibration response characteristics. To further improve characteristics or reduce responses, the quasi-periodic sandwich beam with supported mass under random excitations is studied. The facial layer thickness and core layer modulus of the sandwich beam are considered as quasi-periodic distributions. The partial differential equations for the horizontal and vertical coupling motions of the sandwich beam are derived and converted into ordinary differential equations for multi-degrees-of-freedom (DOFs) vibration. The expressions of frequency response and response spectral densities of the sandwich beam are obtained. Numerical results are given to illustrate the greatly improvable vibration response characteristics of the sandwich beam and the outstanding relative reduction localization of antiresonant responses. The proposed quasi-periodic distribution and analysis method can be used for the vibration control design of sandwich beams subjected to random excitations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVibration Response Characteristics of Quasi-Periodic Sandwich Beam With Magnetorheological Visco-Elastomer Core Under Random Support Excitations
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4039726
    journal fristpage51017
    journal lastpage051017-11
    treeJournal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 005
    contenttypeFulltext
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