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    Low-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author:
    Mohsen A. Issa
    ,
    Mohammad A. Alhassan
    ,
    Hameed I. Shabila
    DOI: 10.1061/(ASCE)1084-0702(2007)12:4(419)
    Publisher: American Society of Civil Engineers
    Abstract: Plain and fibrous latex modified concrete and microsilica concrete overlays with acceptable laboratory strength and durability characteristics were installed on a full-scale prototype bridge deck for field performance evaluation. After
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      Low-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51034
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    contributor authorMohsen A. Issa
    contributor authorMohammad A. Alhassan
    contributor authorHameed I. Shabila
    date accessioned2017-05-08T21:25:36Z
    date available2017-05-08T21:25:36Z
    date copyrightJuly 2007
    date issued2007
    identifier other%28asce%291084-0702%282007%2912%3A4%28419%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51034
    description abstractPlain and fibrous latex modified concrete and microsilica concrete overlays with acceptable laboratory strength and durability characteristics were installed on a full-scale prototype bridge deck for field performance evaluation. After
    publisherAmerican Society of Civil Engineers
    titleLow-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems
    typeJournal Paper
    journal volume12
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2007)12:4(419)
    treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
    contenttypeFulltext
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