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    Physical Realization of Generic-Element Parameters in Model Updating

    Source: Journal of Vibration and Acoustics:;2002:;volume( 124 ):;issue: 004::page 628
    Author:
    H. Ahmadian
    ,
    J. E. Mottershead
    ,
    M. I. Friswell
    DOI: 10.1115/1.1505028
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The selection of parameters is most important to successful updating of finite element models. When the parameters are chosen on the basis of engineering understanding the model predictions are brought into agreement with experimental observations, and the behavior of the structure, even when differently configured, can be determined with confidence. Physical phenomena may be misrepresented in the original model, or may be absent altogether. In any case the updated model should represent an improved physical understanding of the structure and not simply consist of unrepresentative numbers which happen to cause the results of the model to agree with particular test data. The present paper introduces a systematic approach for the selection and physical realization of updated terms. In the realization process, the discrete equilibrium equation formed by mass, and stiffness matrices is converted to a continuous form at each node. By comparing the resulting differential equation with governing equations known to represent physical phenomena, the updated terms and their physical effects can be recognized. The approach is demonstrated by an experimental example.
    keyword(s): Fracture (Materials) , Differential equations , Structural mechanics , Equations , Errors , Finite element model , Stiffness , Equilibrium (Physics) , Shear (Mechanics) AND Force ,
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      Physical Realization of Generic-Element Parameters in Model Updating

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    http://yetl.yabesh.ir/yetl1/handle/yetl/127693
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    • Journal of Vibration and Acoustics

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    contributor authorH. Ahmadian
    contributor authorJ. E. Mottershead
    contributor authorM. I. Friswell
    date accessioned2017-05-09T00:09:05Z
    date available2017-05-09T00:09:05Z
    date copyrightOctober, 2002
    date issued2002
    identifier issn1048-9002
    identifier otherJVACEK-28863#628_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/127693
    description abstractThe selection of parameters is most important to successful updating of finite element models. When the parameters are chosen on the basis of engineering understanding the model predictions are brought into agreement with experimental observations, and the behavior of the structure, even when differently configured, can be determined with confidence. Physical phenomena may be misrepresented in the original model, or may be absent altogether. In any case the updated model should represent an improved physical understanding of the structure and not simply consist of unrepresentative numbers which happen to cause the results of the model to agree with particular test data. The present paper introduces a systematic approach for the selection and physical realization of updated terms. In the realization process, the discrete equilibrium equation formed by mass, and stiffness matrices is converted to a continuous form at each node. By comparing the resulting differential equation with governing equations known to represent physical phenomena, the updated terms and their physical effects can be recognized. The approach is demonstrated by an experimental example.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePhysical Realization of Generic-Element Parameters in Model Updating
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.1505028
    journal fristpage628
    journal lastpage633
    identifier eissn1528-8927
    keywordsFracture (Materials)
    keywordsDifferential equations
    keywordsStructural mechanics
    keywordsEquations
    keywordsErrors
    keywordsFinite element model
    keywordsStiffness
    keywordsEquilibrium (Physics)
    keywordsShear (Mechanics) AND Force
    treeJournal of Vibration and Acoustics:;2002:;volume( 124 ):;issue: 004
    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