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    Behavior of Full-Scale Railway Turnout Sleepers from Glue-Laminated Fiber Composite Sandwich Structures 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    Author(s): Allan Manalo; Thiru Aravinthan
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on the flexural and shear behavior of the full-scale glue-laminated composite sandwich beams in three different layouts was conducted to evaluate the suitability of this construction system for railway ...
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    Uniaxial Compression Behavior of Short Square and Circular RC Piles Constructed with GFRP Bars and Spirals Preconditioned in Simulated Marine Environments 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022031
    Author(s): Ahmed Elhamaymy; Hamdy Mohamed; Allan Manalo; Brahim Benmokrane
    Publisher: ASCE
    Abstract: The current experimental investigation assessed the durability of reinforced concrete (RC) piles with glass fiber-reinforced polymer (GFRP) bars and spirals exposed to simulated marine environments. A total of 18 specimens—9 ...
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    Evaluation of Physical and Durability Characteristics of New Headed Glass Fiber–Reinforced Polymer Bars for Concrete Structures 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 002
    Author(s): Brahim Benmokrane; Hamdy M. Mohamed; Allan Manalo; Patrice Cousin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a collaborative research project between Quebec’s Ministry of Transportation and Ontario’s Ministry of Transportation, which aimed at characterizing a new type of headed glass fiber–reinforced ...
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    Comparison between ASTM D7205 and CSA S806 Tensile-Testing Methods for Glass Fiber–Reinforced Polymer Bars 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Brahim Benmokrane; Claude Nazair; Xavier Seynave; Allan Manalo
    Publisher: American Society of Civil Engineers
    Abstract: The standards ASTM D7205/D7205M-06 and CSA S806 contain the commonly used test methods for characterizing the tensile properties of glass fiber–reinforced polymer (GFRP) bars for use as reinforcement in concrete structures. ...
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    State-of-the-Art Review on FRP Sandwich Systems for Lightweight Civil Infrastructure 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 001
    Author(s): Allan Manalo; Thiru Aravinthan; Amir Fam; Brahim Benmokrane
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) sandwich systems as primary load-bearing elements are relatively new concepts in lightweight civil infrastructure. These systems offer a combination of light weight, high strength, thermal ...
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    Bond Stress-Slip Behavior: Case of GFRP Bars in Geopolymer Concrete 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    Author(s): Ginghis Maranan; Allan Manalo; Karu Karunasena; Brahim Benmokrane
    Publisher: American Society of Civil Engineers
    Abstract: The use of geopolymer concrete reinforced with fiber-reinforced polymer (FRP) bars is anticipated to address the concerns on the usage of traditional reinforced concrete structures, such as the corrosion of internal steel ...
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    Effects of Diameter on the Durability of Glass Fiber–Reinforced Polymer Bars Conditioned in Alkaline Solution 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Brahim Benmokrane; Allan Manalo; Jean-Charles Bouhet; Khaled Mohamed; Mathieu Robert
    Publisher: American Society of Civil Engineers
    Abstract: Current standards do not consider the diameter of glass fiber-reinforced polymer (GFRP) bars used as internal reinforcement in concrete structures to be a factor influencing bar durability. This paper investigates the ...
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    Experimental Study on Compressive Behavior of FRP-Confined Expansive Rubberized Concrete 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 004
    Author(s): Reza Hassanli; Osama Youssf; Tom Vincent; Julie E. Mills; Allan Manalo; Rebecca Gravina
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental study into the behavior of rubberized concrete-filled fiber-reinforced polymer tube (CFFT) columns, where the fiber-reinforced polymer (FRP) confining layer is prestressed ...
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