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    Concrete Slab Installed with Carbon Fiber Heating Wire for Bridge Deck Deicing

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 006
    Author:
    Hong-Ming Zhao
    ,
    Song-Gen Wang
    ,
    Zhi-Min Wu
    ,
    Guang-Jie Che
    DOI: 10.1061/(ASCE)TE.1943-5436.0000117
    Publisher: American Society of Civil Engineers
    Abstract: A method of deicing with carbon fiber heating wire (CFHW) buried inside concrete slab is presented in this paper, which avoids the negative effects on structure function and environment caused by traditional deicing salt. The rational interval range of CFHW buried inside concrete slab is determined by the temperature field of four heating CFHW and the minimum input powers for deicing under the conditions of different air temperatures and ice thicknesses are summarized by the laboratory experiments. Snow melts more quickly than the ice with same weight under the same input power condition by comparison the deicing processes in refrigerator. The field experiments of concrete slab performed satisfactorily: the snow on slab with the thickness of 10, 40, and 70 mm was melted in 0.75, 2.5, and 3.5 h, respectively, under an appropriate input power. It demonstrated that the electrothermal method of CFHW for bridge deck deicing is practicable.
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      Concrete Slab Installed with Carbon Fiber Heating Wire for Bridge Deck Deicing

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/69113
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorHong-Ming Zhao
    contributor authorSong-Gen Wang
    contributor authorZhi-Min Wu
    contributor authorGuang-Jie Che
    date accessioned2017-05-08T22:01:41Z
    date available2017-05-08T22:01:41Z
    date copyrightJune 2010
    date issued2010
    identifier other%28asce%29te%2E1943-5436%2E0000163.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69113
    description abstractA method of deicing with carbon fiber heating wire (CFHW) buried inside concrete slab is presented in this paper, which avoids the negative effects on structure function and environment caused by traditional deicing salt. The rational interval range of CFHW buried inside concrete slab is determined by the temperature field of four heating CFHW and the minimum input powers for deicing under the conditions of different air temperatures and ice thicknesses are summarized by the laboratory experiments. Snow melts more quickly than the ice with same weight under the same input power condition by comparison the deicing processes in refrigerator. The field experiments of concrete slab performed satisfactorily: the snow on slab with the thickness of 10, 40, and 70 mm was melted in 0.75, 2.5, and 3.5 h, respectively, under an appropriate input power. It demonstrated that the electrothermal method of CFHW for bridge deck deicing is practicable.
    publisherAmerican Society of Civil Engineers
    titleConcrete Slab Installed with Carbon Fiber Heating Wire for Bridge Deck Deicing
    typeJournal Paper
    journal volume136
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000117
    treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 006
    contenttypeFulltext
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