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    Flexural Wave Propagation in a Double-Beam System Interconnected by Local Resonators with Two Degrees of Freedom

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 002::page 04022101-1
    Author:
    Lan Ding
    ,
    Biao Ding
    ,
    Qiao-Yun Wu
    ,
    Hong-Ping Zhu
    DOI: 10.1061/JENMDT.EMENG-6762
    Publisher: American Society of Civil Engineers
    Abstract: The flexural band gaps in a double-beam system on elastic foundations periodically interconnected by local resonators with two degrees of freedom were investigated using the plane wave expansion method. The transmission property of the finite periodic system was examined by the finite-element method to verify the existence of the band gaps. The mechanism of band gap formation was further studied according to the eigenmodes at the edges of band gaps and the transverse deformation patterns. The technique of broadening the band gaps was also proposed. The results indicated that significant attenuation still appears outside the band gaps for the heterolateral transmission due to the counteraction of the approximate symmetric and antisymmetric flexural bands. The band gaps can be effectively broadened, and the propagating waves are even completely eliminated in the last pass band by only adding a spring. It was also observed that increasing the distance between the left and right attached points and the gravity of the resonator gradually from the asymmetric distribution to the symmetric distribution makes two band gaps coupled to form a superwide gap. The presented results emphasize the promising potential of the double-beam system in controlling the propagation of the flexural wave.
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      Flexural Wave Propagation in a Double-Beam System Interconnected by Local Resonators with Two Degrees of Freedom

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4292624
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    contributor authorLan Ding
    contributor authorBiao Ding
    contributor authorQiao-Yun Wu
    contributor authorHong-Ping Zhu
    date accessioned2023-08-16T19:00:54Z
    date available2023-08-16T19:00:54Z
    date issued2023/02/01
    identifier otherJENMDT.EMENG-6762.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292624
    description abstractThe flexural band gaps in a double-beam system on elastic foundations periodically interconnected by local resonators with two degrees of freedom were investigated using the plane wave expansion method. The transmission property of the finite periodic system was examined by the finite-element method to verify the existence of the band gaps. The mechanism of band gap formation was further studied according to the eigenmodes at the edges of band gaps and the transverse deformation patterns. The technique of broadening the band gaps was also proposed. The results indicated that significant attenuation still appears outside the band gaps for the heterolateral transmission due to the counteraction of the approximate symmetric and antisymmetric flexural bands. The band gaps can be effectively broadened, and the propagating waves are even completely eliminated in the last pass band by only adding a spring. It was also observed that increasing the distance between the left and right attached points and the gravity of the resonator gradually from the asymmetric distribution to the symmetric distribution makes two band gaps coupled to form a superwide gap. The presented results emphasize the promising potential of the double-beam system in controlling the propagation of the flexural wave.
    publisherAmerican Society of Civil Engineers
    titleFlexural Wave Propagation in a Double-Beam System Interconnected by Local Resonators with Two Degrees of Freedom
    typeJournal Article
    journal volume149
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-6762
    journal fristpage04022101-1
    journal lastpage04022101-14
    page14
    treeJournal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 002
    contenttypeFulltext
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