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    Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author:
    Tamer A. El Maaddawy
    ,
    Khaled A. Soudki
    DOI: 10.1061/(ASCE)0899-1561(2003)15:1(41)
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated corrosion by means of the impressed current technique is widely used in concrete durability tests. In this study, the influence of varying the impressed current density level between 100 and 500 μA/
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      Effectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45818
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    contributor authorTamer A. El Maaddawy
    contributor authorKhaled A. Soudki
    date accessioned2017-05-08T21:17:28Z
    date available2017-05-08T21:17:28Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%290899-1561%282003%2915%3A1%2841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45818
    description abstractAccelerated corrosion by means of the impressed current technique is widely used in concrete durability tests. In this study, the influence of varying the impressed current density level between 100 and 500 μA/
    publisherAmerican Society of Civil Engineers
    titleEffectiveness of Impressed Current Technique to Simulate Corrosion of Steel Reinforcement in Concrete
    typeJournal Paper
    journal volume15
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2003)15:1(41)
    treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    contenttypeFulltext
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