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    Plasticity Model for Reinforced Concrete Elements Subjected to Overloads 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Athanasios I. Karabinis; Panos D. Kiousis
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a theoretical and computational framework for the analysis of structures that are subjected to inelastic static or dynamic overloads. Current practice in structural engineering assumes elastic material ...
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    Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Barbara G. Charalambidi; Theodoros C. Rousakis; Athanasios I. Karabinis
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the present research is the experimental investigation of the response of carbon-fiber-reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams of large scale under fatigue loading. Reinforced ...
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    3D Finite-Element Analysis of Substandard RC Columns Strengthened by Fiber-Reinforced Polymer Sheets 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 005
    Author(s): Athanasios I. Karabinis; Theodoros C. Rousakis; Georgia E. Manolitsi
    Publisher: American Society of Civil Engineers
    Abstract: Numerical analyses are performed to predict the stress–strain behavior of square reinforced concrete columns strengthened by fiber-reinforced polymer (FRP) sheet confinement. The research focuses on the contribution of FRP ...
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    Design-Oriented Strength Model for FRP-Confined Concrete Members 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 006
    Author(s): Theodoros C. Rousakis; Theodoros D. Rakitzis; Athanasios I. Karabinis
    Publisher: American Society of Civil Engineers
    Abstract: This study concerns assessing 20 existing models for predicting the compressive strength of concrete uniformly confined externally with composite materials. An extended database of 471 experiments on cylindrical concrete ...
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    Axially Loaded Reinforced Concrete Columns with a Square Section Partially Confined by Light GFRP Straps 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    Author(s): Garyfalia G. Triantafyllou; Theodoros C. Rousakis; Athanasios I. Karabinis
    Publisher: American Society of Civil Engineers
    Abstract: The study presents the experimental behavior of reinforced concrete columns strengthened externally by transverse glass fiber-reinforced polymer (GFRP) sheets. The columns had a square section and very low concrete strength. ...
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    Fatigue Behavior of Large-Scale Reinforced Concrete Beams Strengthened in Flexure with Fiber-Reinforced Polymer Laminates 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Barbara G. Charalambidi; Theodoros C. Rousakis; Athanasios I. Karabinis
    Publisher: American Society of Civil Engineers
    Abstract: The aim of the present research is the experimental investigation of the response of carbon-fiber-reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams of large scale under fatigue loading. Reinforced ...
    Request PDF
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