Search Results - "Afifi, Mohammad Z"

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  1. 1

    Axial Capacity of Circular Concrete Columns Reinforced with GFRP Bars and Spirals by Afifi, Mohammad Z, Mohamed, Hamdy M, Benmokrane, Brahim

    Published in Journal of composites for construction (01-02-2014)
    “…AbstractSeveral codes and design guidelines are now available for the design of concrete structures reinforced with fiber-reinforced polymer (FRP) bars under…”
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    Journal Article
  2. 2

    Performance Evaluation of Concrete Columns Reinforced Longitudinally with FRP Bars and Confined with FRP Hoops and Spirals under Axial Load by Mohamed, Hamdy M, Afifi, Mohammad Z, Benmokrane, Brahim

    Published in Journal of bridge engineering (01-07-2014)
    “…AbstractNowadays, AASHTO LRFD Bridge Design Specifications and the Canadian Highway Bridge Design Code contain flexural and shear provisions for the design of…”
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    Journal Article
  3. 3

    Confinement Model for Concrete Columns Internally Confined with Carbon FRP Spirals and Hoops by Afifi, Mohammad Z, Mohamed, Hamdy M, Chaallal, Omar, Benmokrane, Brahim

    “…AbstractRecent years have seen valuable research work and widespread applications of fiber-reinforced polymer (FRP) bars as flexural and shear reinforcement…”
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    Journal Article
  4. 4

    Strength and Axial Behavior of Circular Concrete Columns Reinforced with CFRP Bars and Spirals by Afifi, Mohammad Z, Mohamed, Hamdy M, Benmokrane, Brahim

    Published in Journal of composites for construction (01-04-2014)
    “…AbstractThe behavior of concrete members reinforced with fiber-reinforced polymer (FRP) bars has been the focus of many studies in recent years. However,…”
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    Journal Article
  5. 5

    Theoretical stress–strain model for circular concrete columns confined by GFRP spirals and hoops by Afifi, Mohammad Z., Mohamed, Hamdy M., Benmokrane, Brahim

    Published in Engineering structures (01-11-2015)
    “…•This paper provides a basis for theoretical stress–strain behavior of GFRP RC columns.•Confinement models were proposed to predict the maximum concrete stress…”
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    Journal Article