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    Concrete/Reinforcing Steel Bond Strength of Low-Temperature Concrete

    Source: Journal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 002
    Author:
    Herbert P. Schroeder
    ,
    Thomas B. Wood
    DOI: 10.1061/(ASCE)0887-381X(1996)10:2(93)
    Publisher: American Society of Civil Engineers
    Abstract: It is estimated that in the United States the cost of protecting freshly placed concrete from freezing damage is approximately $800 million annually. Chemical admixtures depress the freezing point of water and allow concrete to gain strength at temperatures that are below the freezing point of water. This study investigates the bond strength of the reinforcing steel and concrete in concrete cured at below freezing temperatures with an antifreeze admixture of sodium nitrite and calcium nitrite. Results indicate that concrete created with this antifreeze admixture and cured below 0°C will develop strengths comparable to concrete cured above 0°C without antifreeze admixtures.
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      Concrete/Reinforcing Steel Bond Strength of Low-Temperature Concrete

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    contributor authorHerbert P. Schroeder
    contributor authorThomas B. Wood
    date accessioned2017-05-08T21:13:52Z
    date available2017-05-08T21:13:52Z
    date copyrightJune 1996
    date issued1996
    identifier other%28asce%290887-381x%281996%2910%3A2%2893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43612
    description abstractIt is estimated that in the United States the cost of protecting freshly placed concrete from freezing damage is approximately $800 million annually. Chemical admixtures depress the freezing point of water and allow concrete to gain strength at temperatures that are below the freezing point of water. This study investigates the bond strength of the reinforcing steel and concrete in concrete cured at below freezing temperatures with an antifreeze admixture of sodium nitrite and calcium nitrite. Results indicate that concrete created with this antifreeze admixture and cured below 0°C will develop strengths comparable to concrete cured above 0°C without antifreeze admixtures.
    publisherAmerican Society of Civil Engineers
    titleConcrete/Reinforcing Steel Bond Strength of Low-Temperature Concrete
    typeJournal Paper
    journal volume10
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1996)10:2(93)
    treeJournal of Cold Regions Engineering:;1996:;Volume ( 010 ):;issue: 002
    contenttypeFulltext
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