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    Improving Fatigue Evaluations of Structures Using In-Service Behavior Measurement Data

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 011
    Author:
    Romain
    ,
    Pasquier
    ,
    James-A.
    ,
    Goulet
    ,
    Claire
    ,
    Acevedo
    ,
    Ian F. C.
    ,
    Smith
    DOI: 10.1061/(ASCE)BE.1943-5592.0000619
    Publisher: American Society of Civil Engineers
    Abstract: Conservative models and code practices are usually employed for fatigue-damage predictions of existing structures. Direct in-service behavior measurements are able to provide more accurate estimations of remaining-fatigue-life predictions. However, these estimations are often accurate only for measured locations and measured load conditions. Behavior models are necessary for exploiting information given by measurements and predicting the fatigue damage at all critical locations and for other load cases. Model-prediction accuracy can be improved using system identification techniques where the properties of structures are inferred using behavior measurements. Building upon recent developments in system identification where both model and measurement uncertainties are considered, this paper presents a new data-interpretation framework for reducing uncertainties related to prediction of fatigue life. An initial experimental investigation confirms that, compared with traditional engineering approaches, the methodology provides a safe and more realistic estimation of the fatigue reserve capacity. A second application on a full-scale bridge also confirms that using load-test data reduces the uncertainty related to remaining-fatigue-life predictions.
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      Improving Fatigue Evaluations of Structures Using In-Service Behavior Measurement Data

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    https://yetl.yabesh.ir/yetl1/handle/yetl/71136
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    • Journal of Bridge Engineering

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    contributor authorRomain
    contributor authorPasquier
    contributor authorJames-A.
    contributor authorGoulet
    contributor authorClaire
    contributor authorAcevedo
    contributor authorIan F. C.
    contributor authorSmith
    date accessioned2017-05-08T22:05:37Z
    date available2017-05-08T22:05:37Z
    date copyrightNovember 2014
    date issued2014
    identifier other23280053.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71136
    description abstractConservative models and code practices are usually employed for fatigue-damage predictions of existing structures. Direct in-service behavior measurements are able to provide more accurate estimations of remaining-fatigue-life predictions. However, these estimations are often accurate only for measured locations and measured load conditions. Behavior models are necessary for exploiting information given by measurements and predicting the fatigue damage at all critical locations and for other load cases. Model-prediction accuracy can be improved using system identification techniques where the properties of structures are inferred using behavior measurements. Building upon recent developments in system identification where both model and measurement uncertainties are considered, this paper presents a new data-interpretation framework for reducing uncertainties related to prediction of fatigue life. An initial experimental investigation confirms that, compared with traditional engineering approaches, the methodology provides a safe and more realistic estimation of the fatigue reserve capacity. A second application on a full-scale bridge also confirms that using load-test data reduces the uncertainty related to remaining-fatigue-life predictions.
    publisherAmerican Society of Civil Engineers
    titleImproving Fatigue Evaluations of Structures Using In-Service Behavior Measurement Data
    typeJournal Paper
    journal volume19
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000619
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 011
    contenttypeFulltext
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