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    Effect of FRP Spike Anchor Installation Quality and Concrete Repair on the Seismic Behavior of FRP-Strengthened RC Columns 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 001:;page 04020085-1
    Author(s): Enrique del Rey Castillo; Ravi Kanitkar
    Publisher: ASCE
    Abstract: The use of fiber-reinforced polymer (FRP) to repair and seismically strengthen existing deficient or damaged structural elements is now widespread. FRP anchors have become an important component of such FRP strengthening. ...
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    Seismic Strengthening of the Mohaka Township Concrete Bridge with FRP Fabric and FRP Spike Anchors: Case Study in New Zealand 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 05021001-1
    Author(s): Enrique del Rey Castillo; Rhys Rogers; Natalia Uran; Marc Stewart
    Publisher: ASCE
    Abstract: The Mohaka Township, New Zealand, reinforced concrete bridge was designed in 1958, measuring 239 m long and divided into 14 spans, each 17.1 m long. The piers are doubly reinforced concrete walls over a pile cap with 12 ...
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    Axial Behavior of Concrete Prisms Confined by FRP Laminate and Spike Anchors 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 001:;page 04021058
    Author(s): Zhibin Li; Enrique del Rey Castillo; Richard S. Henry; Andrew Thompson
    Publisher: ASCE
    Abstract: Reinforced concrete (RC) buildings constructed before introducing ductile design requirements may exhibit undesirable seismic behavior. One such vulnerability is the lack of confinement to end regions that may lead to ...
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    Prevention of Brittle Axial Failure of Lightly Reinforced Concrete Walls Retrofitted with FRP Laminate and Anchors 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001:;page 04024086-1
    Author(s): Zhibin Li; Enrique del Rey Castillo; Richard S. Henry; Tongyue Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates a novel retrofitting technique to prevent premature axial failure and collapse of RC walls during earthquakes, attributed to inadequate compressive strain capacity in boundary regions. The technique ...
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    FRP Tension Ties: State-of-the-Art Review of Existing Design Guidance for Debonding Capacity and Applicability to Concrete Diaphragm Seismic Strengthening 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 002:;page 04022014
    Author(s): Enrique del Rey Castillo; Kent A. Harries; Rhys Rogers; Ravi Kanitkar
    Publisher: ASCE
    Abstract: Fiber-reinforced polymer (FRP) ties can be used to provide tensile capacity to seismic-deficient concrete diaphragms, but there are no existing research or design provisions and guidance on how to design such ties is ...
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    An Experimental Study of the Behavior of GFRP-Reinforced Precast Concrete Culverts 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005:;page 04022043
    Author(s): Reza Hassanli; Osama Youssf; Alan Manalo; Mohammad Amir Najafgholipour; Mohamed Elchalakani; Enrique del Rey Castillo; Darren Lutze
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental study carried out to evaluate the structural behavior of precast concrete culverts reinforced with glass fiber–reinforced polymer (GFRP) bars. Five full-scale GFRP reinforced ...
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