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    Cracking Risks, Durability, and Life-cycle Costs for RC Bridges Subject to Carbonation-induced Corrosion

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 003
    Author:
    Peng Jianxin
    ,
    Zhang Jianren
    ,
    Tang Shuai
    DOI: 10.1061/JHTRCQ.0000107
    Publisher: American Society of Civil Engineers
    Abstract: Based on the corrected carbonation depth prediction model, this study develops a time-dependent structural reliability model to predict the probability of serviceability failure subject to carbonation-induced corrosion, using the latest time-dependent
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      Cracking Risks, Durability, and Life-cycle Costs for RC Bridges Subject to Carbonation-induced Corrosion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70656
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    contributor authorPeng Jianxin
    contributor authorZhang Jianren
    contributor authorTang Shuai
    date accessioned2017-05-08T22:04:47Z
    date available2017-05-08T22:04:47Z
    date copyrightSeptember 2012
    date issued2012
    identifier otherjhtrcq%2E0000107.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70656
    description abstractBased on the corrected carbonation depth prediction model, this study develops a time-dependent structural reliability model to predict the probability of serviceability failure subject to carbonation-induced corrosion, using the latest time-dependent
    publisherAmerican Society of Civil Engineers
    titleCracking Risks, Durability, and Life-cycle Costs for RC Bridges Subject to Carbonation-induced Corrosion
    typeJournal Paper
    journal volume6
    journal issue3
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000107
    treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 003
    contenttypeFulltext
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