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    Damage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 002
    Author:
    Wang Fu-ming
    ,
    Dou Yong-zhi
    ,
    Cai Ying-chun
    DOI: 10.1061/JHTRCQ.0000198
    Publisher: American Society of Civil Engineers
    Abstract: In view of trust region algorithm has good global convergence for solving non-linear quadratic programming problem, the effective elastic module’s damage factor and the damage distributed function was introduced by FEM updating. FEM of bridge structure was modeled by calling the APDL language of ANSYS software’s subprogram in Matlab software’s environment, the parameters of some finite elements (element groups) were adjusted by using trust region algorithm, damage distributed curve of continuous region’s finite elements (element groups) was fitted by continuous damage distributed interpolation polynomial, and identification of continuous girder bridge’s damage region and damage extent was realized. By a numerical example, it is suggested that the method can correctly and effectively estimate whether bridge structure occurs damage, damage region and damage extent, the precision and the accuracy can be improved by secondary dividing finite elements (element groups).
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      Damage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70755
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorWang Fu-ming
    contributor authorDou Yong-zhi
    contributor authorCai Ying-chun
    date accessioned2017-05-08T22:04:56Z
    date available2017-05-08T22:04:56Z
    date copyrightDecember 2007
    date issued2007
    identifier otherjhtrcq%2E0000198.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70755
    description abstractIn view of trust region algorithm has good global convergence for solving non-linear quadratic programming problem, the effective elastic module’s damage factor and the damage distributed function was introduced by FEM updating. FEM of bridge structure was modeled by calling the APDL language of ANSYS software’s subprogram in Matlab software’s environment, the parameters of some finite elements (element groups) were adjusted by using trust region algorithm, damage distributed curve of continuous region’s finite elements (element groups) was fitted by continuous damage distributed interpolation polynomial, and identification of continuous girder bridge’s damage region and damage extent was realized. By a numerical example, it is suggested that the method can correctly and effectively estimate whether bridge structure occurs damage, damage region and damage extent, the precision and the accuracy can be improved by secondary dividing finite elements (element groups).
    publisherAmerican Society of Civil Engineers
    titleDamage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000198
    treeJournal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 002
    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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