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    Local Concrete‐Steel Bond Behavior at Low Temperature

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author:
    T. S. Shih
    ,
    G. C. Lee
    ,
    K. C. Chang
    DOI: 10.1061/(ASCE)0733-9445(1987)113:11(2278)
    Publisher: American Society of Civil Engineers
    Abstract: Experimental studies were conducted on the local bond stress‐slip relationships of deformed bars embedded in confined concrete under monotonic and cyclic loading in the temperature range between −10 °C and −70 °C (+14 °F and −94 °F). The bond behavior between steel reinforcement and concrete under low temperature appears quite different from the bond behavior under normal temperature
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      Local Concrete‐Steel Bond Behavior at Low Temperature

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29943
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    contributor authorT. S. Shih
    contributor authorG. C. Lee
    contributor authorK. C. Chang
    date accessioned2017-05-08T20:52:15Z
    date available2017-05-08T20:52:15Z
    date copyrightNovember 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A11%282278%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29943
    description abstractExperimental studies were conducted on the local bond stress‐slip relationships of deformed bars embedded in confined concrete under monotonic and cyclic loading in the temperature range between −10 °C and −70 °C (+14 °F and −94 °F). The bond behavior between steel reinforcement and concrete under low temperature appears quite different from the bond behavior under normal temperature
    publisherAmerican Society of Civil Engineers
    titleLocal Concrete‐Steel Bond Behavior at Low Temperature
    typeJournal Paper
    journal volume113
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:11(2278)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    contenttypeFulltext
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