Predicting Flexural Fatigue Performance of RC Beams Strengthened with Externally Bonded FRP due to FRP Debonding-Reference-Cited by-同舟云学术

Predicting Flexural Fatigue Performance of RC Beams Strengthened with Externally Bonded FRP due to FRP Debonding

Published:2017-11 Issue:11 Volume:22 Page:04017082
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Cheng¹,Cheng Lijuan²

Affiliation:

1. Assistant Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California Davis, One Shields Ave., Davis, CA 95616 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001118

Reference43 articles.

1. Fatigue behavior of carbon fiber reinforced polymer-strengthened concrete bridge girders;Aidoo J.;J. Compos. Constr.,2004

2. Bond analysis of corroded reinforced concrete beams under monotonic and fatigue loads

3. Effect of FRP wrapping on fatigue bond behavior of spliced concrete beams;Alyousef R.;J. Compos. Constr.,2016

4. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

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

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