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    Mechanical Interaction between Concrete and FRP Sheet

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    Author:
    Hwai-Chung Wu
    DOI: 10.1061/(ASCE)1090-0268(2000)4:2(96)
    Publisher: American Society of Civil Engineers
    Abstract: In this technical note, fiber-reinforced plastics (FRP) strengthening efficiency for reinforced-concrete columns will be examined from a micromechanical point of view by accounting for direct mechanical interaction between FRP sheet and concrete. Concrete compressive failure is initiated by wing-crack propagation. The mechanical interaction dictates the compressive behavior of FRP-wrapped concrete from the first bent-over point to the peak load in the load/displacement curve. A possible detailed interaction under compression is described.
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      Mechanical Interaction between Concrete and FRP Sheet

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    contributor authorHwai-Chung Wu
    date accessioned2017-05-08T21:30:23Z
    date available2017-05-08T21:30:23Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%291090-0268%282000%294%3A2%2896%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54059
    description abstractIn this technical note, fiber-reinforced plastics (FRP) strengthening efficiency for reinforced-concrete columns will be examined from a micromechanical point of view by accounting for direct mechanical interaction between FRP sheet and concrete. Concrete compressive failure is initiated by wing-crack propagation. The mechanical interaction dictates the compressive behavior of FRP-wrapped concrete from the first bent-over point to the peak load in the load/displacement curve. A possible detailed interaction under compression is described.
    publisherAmerican Society of Civil Engineers
    titleMechanical Interaction between Concrete and FRP Sheet
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2000)4:2(96)
    treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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