Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete-Reference-Cited by-同舟云学术

Effect of bonded length on the load response and failure mode of pull-out tests of GFRP bars embedded in concrete

Published:2022-09 Issue: Volume:347 Page:128425
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhao Xudong,Minhajur Rahman Mohammod,D'Antino Tommaso,Focacci Francesco,Carloni Christian

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference52 articles.

1. Federation Internationale du Beton. fib Bulletins 14. Externally bonded FRP reinforcement for RC structures. Lausanne (CH): fib. The International Federation for Structural Concrete; 2001.

2. American Concrete Institute. Guide to design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Farmington Hills, 48331 MI: ACI; 2017.

3. Federation Internationale du Beton. fib Bulletin 90. Externally applied FRP reinforcement for concrete structures. Lausanne (CH): fib. The International Federation for Structural Concrete; 2019. https://doi.org/10.35789/fib.BULL.0090.

4. National Research Council. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. CNR-DT 200/R1. Rome, Italy: CNR; 2013.

5. ACI Committee 351. SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures – International Symposium. 1993.

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