RC Slabs Strengthened with Prestressed and Gradually Anchored CFRP Strips under Monotonic and Cyclic Loading

Author:

Kotynia Renata1234,Walendziak Radoslaw1234,Stoecklin Iwan1234,Meier Urs1234

Affiliation:

1. Assistant Professor, Dept. of Concrete Structures, Technical Univ. of Lodz, Al. Politechniki 6, 92-549 Lodz, Poland (corresponding author).

2. Ph.D. Student, Dept. of Concrete Structures, Technical Univ. of Lodz, Lodz, Poland.

3. Dipl. Masch.-Ing. ETH, Carbo-Link GmbH, Fehraltorf, Switzerland.

4. Professor, Retired Director, Swiss Federal Laboratories for Materials Testing and Research (EMPA), Dübendorf, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference33 articles.

1. Advisory Committee on Technical Recommendations for Construction of Consiglio Nazionale delle Richerche (CNR). (2004). “Guide for the design and construction of externally bonded FRP systems for strengthening existing structures—Materials RC and PC structures masonry structures.” CNR-DT 200/2004 Rome.

2. Fatigue Behavior of Carbon Fiber Reinforced Polymer-Strengthened Reinforced Concrete Bridge Girders

3. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills MI.

4. Effects of Gradually Anchored Prestressed CFRP Strips Bonded on Prestressed Concrete Beams

5. Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review

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