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    Design and Testing of a Concrete Safety Barrier for Use on a Temporary FRP Composite Bridge Deck

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 011
    Author:
    Mario
    ,
    Mongiardini
    ,
    Ronald K.
    ,
    Faller
    ,
    John D.
    ,
    Reid
    ,
    Dave
    ,
    Meggers
    ,
    Moni G.
    ,
    El-Aasar
    ,
    Jerry D.
    ,
    Plunkett
    DOI: 10.1061/(ASCE)BE.1943-5592.0000407
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) composite materials can be used for the fabrication of lightweight, corrosion-resistant honeycomb sandwich panels, representing a convenient and economical alternative to traditional steel RC for bridge decks. Composite panels are particularly advantageous for the construction of temporary bridge structures in terms of both ease of construction and reusability of panels. Although FRP sandwich panels have been considered for the construction of bridge decks, no barrier system has been developed and crash tested for use with this specific type of deck. The objective of this research project was to develop a crashworthy concrete barrier system for use with temporary FRP composite bridge decks. Upon failure of a full-scale crash test with a New Jersey concrete safety shape barrier, an accurate analysis of the potential problems led to a series of design modifications to the barrier as well as to the attachment between the composite deck and both the bridge structure and the barrier. The second design, which used a vertical-faced barrier, was successfully crash tested according to Test-Level 3 impact safety standards set forth in the AASHTO
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      Design and Testing of a Concrete Safety Barrier for Use on a Temporary FRP Composite Bridge Deck

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56955
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    • Journal of Bridge Engineering

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    contributor authorMario
    contributor authorMongiardini
    contributor authorRonald K.
    contributor authorFaller
    contributor authorJohn D.
    contributor authorReid
    contributor authorDave
    contributor authorMeggers
    contributor authorMoni G.
    contributor authorEl-Aasar
    contributor authorJerry D.
    contributor authorPlunkett
    date accessioned2017-05-08T21:35:31Z
    date available2017-05-08T21:35:31Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000409.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56955
    description abstractFiber-reinforced polymer (FRP) composite materials can be used for the fabrication of lightweight, corrosion-resistant honeycomb sandwich panels, representing a convenient and economical alternative to traditional steel RC for bridge decks. Composite panels are particularly advantageous for the construction of temporary bridge structures in terms of both ease of construction and reusability of panels. Although FRP sandwich panels have been considered for the construction of bridge decks, no barrier system has been developed and crash tested for use with this specific type of deck. The objective of this research project was to develop a crashworthy concrete barrier system for use with temporary FRP composite bridge decks. Upon failure of a full-scale crash test with a New Jersey concrete safety shape barrier, an accurate analysis of the potential problems led to a series of design modifications to the barrier as well as to the attachment between the composite deck and both the bridge structure and the barrier. The second design, which used a vertical-faced barrier, was successfully crash tested according to Test-Level 3 impact safety standards set forth in the AASHTO
    publisherAmerican Society of Civil Engineers
    titleDesign and Testing of a Concrete Safety Barrier for Use on a Temporary FRP Composite Bridge Deck
    typeJournal Paper
    journal volume18
    journal issue11
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000407
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 011
    contenttypeFulltext
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