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    Numerical Simulation of Chloride-Induced Corrosion Initiation in Reinforced Concrete Structures with Cracks

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author:
    Christopher K. Y. Leung
    ,
    Dongwei Hou
    DOI: 10.1061/(ASCE)MT.1943-5533.0001057
    Publisher: American Society of Civil Engineers
    Abstract: Steel corrosion is a major problem with concrete structures. For cracked concrete structures exposed to chloride environment, chloride diffusivity through the crack (
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      Numerical Simulation of Chloride-Induced Corrosion Initiation in Reinforced Concrete Structures with Cracks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/78351
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    contributor authorChristopher K. Y. Leung
    contributor authorDongwei Hou
    date accessioned2017-05-08T22:20:57Z
    date available2017-05-08T22:20:57Z
    date copyrightMarch 2015
    date issued2015
    identifier other42732776.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78351
    description abstractSteel corrosion is a major problem with concrete structures. For cracked concrete structures exposed to chloride environment, chloride diffusivity through the crack (
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Chloride-Induced Corrosion Initiation in Reinforced Concrete Structures with Cracks
    typeJournal Paper
    journal volume27
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001057
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    contenttypeFulltext
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