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    Bond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 004
    Author:
    Khaled Soudki
    ,
    Ted Sherwood
    DOI: 10.1061/(ASCE)0899-1561(2003)15:4(358)
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the ability of carbon fiber reinforced polymer (CFRP) wrapping to enhance the bond of corroded reinforcing steel bars in concrete. Thirty-two bond pullout specimens were considered. Test variables included the clear concrete cover (15, 30, and 60 mm or 0.6, 1.2, and 2.4 in.), degree of corrosion (0, 1, 5, 7, and 10% mass loss), and presence or absence of transverse CFRP wrapping. The specimens consisted of a concrete prism measuring
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      Bond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets

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    contributor authorKhaled Soudki
    contributor authorTed Sherwood
    date accessioned2017-05-08T21:17:33Z
    date available2017-05-08T21:17:33Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%290899-1561%282003%2915%3A4%28358%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45864
    description abstractThis paper examines the ability of carbon fiber reinforced polymer (CFRP) wrapping to enhance the bond of corroded reinforcing steel bars in concrete. Thirty-two bond pullout specimens were considered. Test variables included the clear concrete cover (15, 30, and 60 mm or 0.6, 1.2, and 2.4 in.), degree of corrosion (0, 1, 5, 7, and 10% mass loss), and presence or absence of transverse CFRP wrapping. The specimens consisted of a concrete prism measuring
    publisherAmerican Society of Civil Engineers
    titleBond Behavior of Corroded Steel Reinforcement in Concrete Wrapped with Carbon Fiber Reinforced Polymer Sheets
    typeJournal Paper
    journal volume15
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2003)15:4(358)
    treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 004
    contenttypeFulltext
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