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    Load Vectors for Damage Localization

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 001
    Author:
    Dionisio Bernal
    DOI: 10.1061/(ASCE)0733-9399(2002)128:1(7)
    Publisher: American Society of Civil Engineers
    Abstract: A technique to localize damage in structures that can be treated as linear in the pre- and postdamage states is presented. Central to the approach is the computation of a set of vectors, designated as damage locating vectors (DLVs) that have the property of inducing stress fields whose magnitude is zero in the damaged elements (small in the presence of truncations and approximations). The DLVs are associated with sensor coordinates and are computed systematically as the null space of the change in measured flexibility. The localization approach based on the use of DLVs is not structure type dependent and can be applied to single or multiple element damage scenarios. Knowledge about the system is restricted to that needed for a static analysis in the undamaged state, namely, the undamaged topology and, if the structure is indeterminate, the relative stiffness characteristics. Numerical simulations carried out with realistic levels of noise and modeling error illustrate the robustness of the technique.
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      Load Vectors for Damage Localization

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85460
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    contributor authorDionisio Bernal
    date accessioned2017-05-08T22:39:39Z
    date available2017-05-08T22:39:39Z
    date copyrightJanuary 2002
    date issued2002
    identifier other%28asce%290733-9399%282002%29128%3A1%287%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85460
    description abstractA technique to localize damage in structures that can be treated as linear in the pre- and postdamage states is presented. Central to the approach is the computation of a set of vectors, designated as damage locating vectors (DLVs) that have the property of inducing stress fields whose magnitude is zero in the damaged elements (small in the presence of truncations and approximations). The DLVs are associated with sensor coordinates and are computed systematically as the null space of the change in measured flexibility. The localization approach based on the use of DLVs is not structure type dependent and can be applied to single or multiple element damage scenarios. Knowledge about the system is restricted to that needed for a static analysis in the undamaged state, namely, the undamaged topology and, if the structure is indeterminate, the relative stiffness characteristics. Numerical simulations carried out with realistic levels of noise and modeling error illustrate the robustness of the technique.
    publisherAmerican Society of Civil Engineers
    titleLoad Vectors for Damage Localization
    typeJournal Paper
    journal volume128
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2002)128:1(7)
    treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 001
    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
    yabeshDSpacePersian