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    Damage Localization by Directly Using Incomplete Mode Shapes

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    Author:
    Z. Y. Shi
    ,
    S. S. Law
    ,
    L. M. Zhang
    DOI: 10.1061/(ASCE)0733-9399(2000)126:6(656)
    Publisher: American Society of Civil Engineers
    Abstract: A sensitivity- and statistical-based method to localize structural damage by direct use of incomplete mode shapes is presented. The method is an extension of the multiple damage location assurance criterion (MDLAC), developed by Messina et al. by using incomplete mode shape instead of modal frequency. This approach makes use of the good sensitivity of mode shape to local damage. The damage detection strategy is to localize the damage sites first by using incomplete measured mode shapes, and then to detect the damage site and extent again by using measured natural frequencies, which have a better accuracy than mode shapes. A plane truss structure is analyzed as a numerical example to compare the performance of the proposed method with the multiple damage location assurance criterion. Results indicate that the new method is more accurate and robust in damage localization with or without noise effect.
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      Damage Localization by Directly Using Incomplete Mode Shapes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85217
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    contributor authorZ. Y. Shi
    contributor authorS. S. Law
    contributor authorL. M. Zhang
    date accessioned2017-05-08T22:39:18Z
    date available2017-05-08T22:39:18Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A6%28656%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85217
    description abstractA sensitivity- and statistical-based method to localize structural damage by direct use of incomplete mode shapes is presented. The method is an extension of the multiple damage location assurance criterion (MDLAC), developed by Messina et al. by using incomplete mode shape instead of modal frequency. This approach makes use of the good sensitivity of mode shape to local damage. The damage detection strategy is to localize the damage sites first by using incomplete measured mode shapes, and then to detect the damage site and extent again by using measured natural frequencies, which have a better accuracy than mode shapes. A plane truss structure is analyzed as a numerical example to compare the performance of the proposed method with the multiple damage location assurance criterion. Results indicate that the new method is more accurate and robust in damage localization with or without noise effect.
    publisherAmerican Society of Civil Engineers
    titleDamage Localization by Directly Using Incomplete Mode Shapes
    typeJournal Paper
    journal volume126
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:6(656)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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