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    Flexural Strengthening of Columns with CFRP Composites and Stainless Steel: Cyclic Behavior 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Pedro Faustino; Carlos Chastre
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the testing, completion, and analysis of different external strengthening systems applied to rectangular reinforced concrete columns with rounded corners. The experimental study included confinement ...
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    Flexural Strengthening of Columns with CFRP Composites and Stainless Steel: Cyclic Behavior 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Pedro Faustino; Carlos Chastre
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the testing, completion, and analysis of different external strengthening systems applied to rectangular reinforced concrete columns with rounded corners. The experimental study included confinement ...
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    Strengthening RC Beams Using Stainless Steel Continuous Reinforcement Embedded at Ends 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Noel Franco; Carlos Chastre; Hugo Biscaia
    Publisher: ASCE
    Abstract: An innovative system for the flexural strengthening of RC structures designated continuous reinforcement embedded at ends (CREatE) is presented in this research work. The main characteristics and procedures for the application ...
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    Flexural Strengthening of Old Timber Floors with Laminated Carbon Fiber–Reinforced Polymers 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 001
    Author(s): Hugo C. Biscaia; Carlos Chastre; David Cruz; Noel Franco
    Publisher: American Society of Civil Engineers
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    Influence of External Compressive Stresses on the Performance of GFRP-to-Concrete Interfaces Subjected to Aggressive Environments: An Experimental Analysis 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 002
    Author(s): Hugo C. Biscaia; Manuel A. G. Silva; Carlos Chastre
    Publisher: American Society of Civil Engineers
    Abstract: Despite the fact that fiber reinforced polymer (FRP) composites are a reliable structural material with reasonable durability performance, the environment to which the strengthened structure is exposed can make the ...
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    A Simple Method for the Determination of the Bond-Slip Model of Artificially Aged Joints 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 004
    Author(s): Hugo C. Biscaia; Carlos Chastre; Manuel A. G. Silva
    Publisher: American Society of Civil Engineers
    Abstract: The durability of adhesively bonded fiber-reinforced polymers (FRP) and concrete substrates has been the subject of recent studies. The degradation of bonded interfaces conjugated with other factors that affect the interface ...
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    Experimental Evaluation of Bonding between CFRP Laminates and Different Structural Materials 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Hugo C. Biscaia; Carlos Chastre; Isabel S. Borba; Cinderela Silva; David Cruz
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an analysis of carbon fiber reinforced polymers (CFRP)-to-parent material interfaces based on 40 single-lap shear tests intended to highlight the strength of the interfaces under fracture mode II. Three ...
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