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    Experimental Study on the Shear Behavior of UHPC-Strengthened Concrete T-Beams 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 009:;page 04023064-1
    Author(s): Tongxu Liu; Jean-Philippe Charron
    Publisher: ASCE
    Abstract: Ultrahigh-performance concrete (UHPC) strengthening is an efficient technique to improve the capacity of shear-deficient members. However, the applicability of UHPC strengthening on a T-beam has been scarcely investigated, ...
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    Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024049-1
    Author(s): Tongxu Liu; Jean-Philippe Charron
    Publisher: ASCE
    Abstract: The utilization of ultrahigh-performance concrete (UHPC) as lateral or U-shaped thin layers to strengthen the shear-deficient normal-strength concrete (NSC) beams is an effective and promising way to increase their stiffness ...
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    3D Nonlinear Finite-Element Modeling of Lap Splices in UHPFRC 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Fabien Lagier; Bruno Massicotte; Jean-Philippe Charron
    Publisher: American Society of Civil Engineers
    Abstract: Development in ultra-high-performance fiber-reinforced concrete (UHPFRC) structural applications that has taken place over the last two decades has generated innovative concepts that could significantly impact the concrete ...
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    Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 003:;page 04021113
    Author(s): Frédérick Gendron; Clélia Desmettre; Jean-Philippe Charron
    Publisher: ASCE
    Abstract: Experimental testing and numerical modeling were performed on novel precast TL-5 barriers subjected to centered and eccentric loadings in a quasi-static mode. The mechanical behavior of two precast barrier configurations ...
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    Fatigue Performance of 60-Year-Old Bridge Reinforced Concrete Girders Strengthened in Shear with CFRP Sheets 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006:;page 04024062-1
    Author(s): Mohamed Ahmed; Slimane Metiche; Radhouane Masmoudi; Richard Gagne; Jean-Philippe Charron
    Publisher: American Society of Civil Engineers
    Abstract: Bridges situated in northern climate regions, which face severe environmental conditions and daily fatigue loading, are prone to accelerated deterioration and corrosion of their components. The application of carbon ...
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