Use of Anchors in Shear Strengthening of Reinforced Concrete T-Beams with FRP
Author:
Affiliation:
1. Postgraduate Student, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece.
2. Professor, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000316
Reference21 articles.
1. Evaluation of Bond Strength in Concrete Elements Externally Reinforced with CFRP Sheets and Anchoring Devices
2. Flexural Fatigue Behavior of Reinforced Concrete Beams Strengthened with FRP Fabric and Precured Laminate Systems
3. Performance of two anchor systems of externally bonded fiber-reinforced polymer laminates;Eshwar N.;ACI Mater. J.,2008
4. Shear Strengthening of RC T-Beams Using Mechanically Anchored Unbonded Dry Carbon Fiber Sheets
5. Huaco G. D. Jirsa J. O. and Bayrak O. (2011). “Quality control test for carbon fiber reinforced polymer (CFRP) anchors for rehabilitation.” 10th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures Vol. 275 American Concrete Institute Detroid 1–18.
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