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    Light-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    Author:
    M. J. Robinson
    ,
    J. B. Kosmatka
    DOI: 10.1061/(ASCE)1090-0268(2008)12:3(344)
    Publisher: American Society of Civil Engineers
    Abstract: Currently within the military there is a need for a universal light-weight bridge deck system capable of supporting extreme loads over a wide temperature range. This research presents the development, testing, and analysis of five different fiber-reinforced polymer (FRP) webbed core deck panels. The performance of the FRP webbed decks are compared with an existing aluminum deck and with a baseline balsa core system, which has previously been tested as part of the development of the composite army bridge for the US Army. The study shows that for one-way bending, the FRP webbed core can exceed the shear strength of the baseline balsa core by a factor of 3.2 at a core’s density, which is 28% lighter than the balsa baseline. In addition, weight savings in excess of 30% are shown for using FRP decking in place of conventional aluminum decking. Based on test results and finite-element analysis, the failure modes of the different FRP webbed cores are discussed and design recommendations for FRP webbed core decks are provided.
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      Light-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications

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    contributor authorM. J. Robinson
    contributor authorJ. B. Kosmatka
    date accessioned2017-05-08T21:31:06Z
    date available2017-05-08T21:31:06Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%291090-0268%282008%2912%3A3%28344%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54533
    description abstractCurrently within the military there is a need for a universal light-weight bridge deck system capable of supporting extreme loads over a wide temperature range. This research presents the development, testing, and analysis of five different fiber-reinforced polymer (FRP) webbed core deck panels. The performance of the FRP webbed decks are compared with an existing aluminum deck and with a baseline balsa core system, which has previously been tested as part of the development of the composite army bridge for the US Army. The study shows that for one-way bending, the FRP webbed core can exceed the shear strength of the baseline balsa core by a factor of 3.2 at a core’s density, which is 28% lighter than the balsa baseline. In addition, weight savings in excess of 30% are shown for using FRP decking in place of conventional aluminum decking. Based on test results and finite-element analysis, the failure modes of the different FRP webbed cores are discussed and design recommendations for FRP webbed core decks are provided.
    publisherAmerican Society of Civil Engineers
    titleLight-Weight Fiber-Reinforced Polymer Composite Deck Panels for Extreme Applications
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2008)12:3(344)
    treeJournal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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