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    Analysis of Life-Cycle Maintenance Strategies for Concrete Bridge Decks

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    Author:
    Ying-Hua Huang
    ,
    Teresa M. Adams
    ,
    José A. Pincheira
    DOI: 10.1061/(ASCE)1084-0702(2004)9:3(250)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a project-level decision support tool for ranking maintenance scenarios for concrete bridge decks deteriorated as a result of chloride-induced corrosion. The approach is based on a mechanistic deterioration model and a probabilistic life-cycle cost analysis. The analysis includes agency and user costs of alternative maintenance scenarios and considers uncertainties in the agency cost and the corrosion rate in the deterioration model. The tool presented in this paper can be used to find the optimal condition index of a given bridge deck that minimizes life-cycle cost. Based on the results obtained on three existing bridge decks, it is shown that the total life-cycle cost (user cost plus agency cost) is a nonlinear function of the maximum tolerable condition of the deck,
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      Analysis of Life-Cycle Maintenance Strategies for Concrete Bridge Decks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/74792
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    contributor authorYing-Hua Huang
    contributor authorTeresa M. Adams
    contributor authorJosé A. Pincheira
    date accessioned2017-05-08T22:14:21Z
    date available2017-05-08T22:14:21Z
    date copyrightMay 2004
    date issued2004
    identifier other39954650.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74792
    description abstractThis paper presents the development of a project-level decision support tool for ranking maintenance scenarios for concrete bridge decks deteriorated as a result of chloride-induced corrosion. The approach is based on a mechanistic deterioration model and a probabilistic life-cycle cost analysis. The analysis includes agency and user costs of alternative maintenance scenarios and considers uncertainties in the agency cost and the corrosion rate in the deterioration model. The tool presented in this paper can be used to find the optimal condition index of a given bridge deck that minimizes life-cycle cost. Based on the results obtained on three existing bridge decks, it is shown that the total life-cycle cost (user cost plus agency cost) is a nonlinear function of the maximum tolerable condition of the deck,
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Life-Cycle Maintenance Strategies for Concrete Bridge Decks
    typeJournal Paper
    journal volume9
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:3(250)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
    contenttypeFulltext
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