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    System Identification of Partially Restrained Composite Plates Using Measured Natural Frequencies

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 008
    Author:
    C. R. Lee
    ,
    T. Y. Kam
    DOI: 10.1061/(ASCE)0733-9399(2006)132:8(841)
    Publisher: American Society of Civil Engineers
    Abstract: A nondestructive evaluation technique established on the basis of a global minimization method is presented for the system identification of laminated composite plates partially restrained by elastic edge supports. Six natural frequencies extracted from the vibration data of the flexibly restrained plate are used to identify the system parameters of the plate. In the identification process, the trial system parameters are used in the Rayleigh–Ritz method to predict the theoretical natural frequencies of the plate, an error function is established to measure the sum of the differences between the experimental and theoretical predictions of the natural frequencies, and the global minimization method is used to search for the best estimates of the parameters by making the error function a global minimum. The accuracy and efficiency of the proposed technique in identifying the parameters of several flexibly supported plates made of different composite materials are studied via both theoretical and experimental approaches. The excellent results obtained in this study have validated the applicability of the proposed technique.
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      System Identification of Partially Restrained Composite Plates Using Measured Natural Frequencies

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86292
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    contributor authorC. R. Lee
    contributor authorT. Y. Kam
    date accessioned2017-05-08T22:40:57Z
    date available2017-05-08T22:40:57Z
    date copyrightAugust 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A8%28841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86292
    description abstractA nondestructive evaluation technique established on the basis of a global minimization method is presented for the system identification of laminated composite plates partially restrained by elastic edge supports. Six natural frequencies extracted from the vibration data of the flexibly restrained plate are used to identify the system parameters of the plate. In the identification process, the trial system parameters are used in the Rayleigh–Ritz method to predict the theoretical natural frequencies of the plate, an error function is established to measure the sum of the differences between the experimental and theoretical predictions of the natural frequencies, and the global minimization method is used to search for the best estimates of the parameters by making the error function a global minimum. The accuracy and efficiency of the proposed technique in identifying the parameters of several flexibly supported plates made of different composite materials are studied via both theoretical and experimental approaches. The excellent results obtained in this study have validated the applicability of the proposed technique.
    publisherAmerican Society of Civil Engineers
    titleSystem Identification of Partially Restrained Composite Plates Using Measured Natural Frequencies
    typeJournal Paper
    journal volume132
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:8(841)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 008
    contenttypeFulltext
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