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    Bond Durability of FRP Bars Embedded in Fiber-Reinforced Concrete 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 004
    Author(s): Abdeldjelil Belarbi; Huanzi Wang
    Publisher: American Society of Civil Engineers
    Abstract: A research program was initiated to develop a nonferrous reinforcement system for concrete bridge decks using continuous fiber-reinforced polymer (FRP) bars and discrete, randomly distributed polypropylene fibers. This ...
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    Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006:;page 04024056-1
    Author(s): Camilo Vega; Abdeldjelil Belarbi; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: The interface shear transfer mechanism in concrete structures has been studied for several decades and its investigation has served as the basis for the provisions of current design specifications. However, most of the ...
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    Effects of Corrosion of Steel Reinforcement on RC Columns Wrapped with FRP Sheets 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 001
    Author(s): Sang-Wook Bae; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the effectiveness of carbon fiber-reinforced polymer (CFRP) sheets in protecting reinforced concrete (RC) columns from corrosion of steel reinforcement. Thirty small-scale RC columns and four midscale ...
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    Model for Reinforced Concrete Members under Torsion, Bending, and Shear. I: Theory 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Gary Greene Jr.; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
    Abstract: A model has been developed that can predict the load-deformation response of a reinforced concrete (RC) member subjected to torsion combined with bending and shear to spalling or ultimate capacity. The model can also be ...
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    Model for Reinforced Concrete Members under Torsion, Bending, and Shear. II: Model Application and Validation 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 009
    Author(s): Gary Greene Jr.; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
    Abstract: A model was recently proposed for predicting the load-deformation response of a reinforced concrete member under torsion combined with bending and shear to spalling or ultimate. This paper shows the application of the model ...
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    Material Laws of FRP-Strengthened RC Element in Biaxial Tension–Compression 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Guang Yang; Mehdi Zomorodian; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
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    Three-Dimensional Nonlinear Finite-Element Analysis of Prestressed Concrete Beams Strengthened in Shear with FRP Composites 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 006
    Author(s): Young-Min You; Ashraf Ayoub; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear finite-element (FE) analysis was carried out to investigate the structural response of prestressed concrete (PC) beams strengthened with fiber reinforced polymer (FRP) composites in shear. Development of the FE ...
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    Nonlinear Finite-Element Modeling of Concrete Bridge Girders Prestressed with Carbon Fiber–Reinforced Polymers 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 008:;page 04024058-1
    Author(s): Bo-Tong Zheng; Bora Gencturk; Abdeldjelil Belarbi; Prakash Poudel
    Publisher: American Society of Civil Engineers
    Abstract: Concrete beams (girders) prestressed with steel cables are widely used in highway bridges. The prestressed steel cables are prone to area loss due to corrosion. The high stress level and deteriorated bond due to corrosion ...
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    Numerical Simulation of Partial-Depth Precast Concrete Bridge Deck Spalling 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 003
    Author(s): Young-Min You; Lesley H. Sneed; Abdeldjelil Belarbi
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the results of numerical simulations performed to investigate the spalling mechanism observed in several partial-depth precast prestressed concrete (PPC) bridge decks. Corrosion-induced cracking of ...
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    Reliability Assessment of FRP-Strengthened Concrete Bridge Girders in Shear 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 001
    Author(s): Ayman M. Okeil; Abdeldjelil Belarbi; Daniel A. Kuchma
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from an investigation into the reliability of reinforced concrete bridge girders strengthened in shear using fiber-reinforced polymers (FRP). Two expressions for the shear design of ...
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