Influence of Further Corrosion on Structural Behavior of Corroded Reinforced-Concrete Beam Strengthened with Steel Plate Using Different Strengthening Schemes-Reference-Cited by-同舟云学术

Influence of Further Corrosion on Structural Behavior of Corroded Reinforced-Concrete Beam Strengthened with Steel Plate Using Different Strengthening Schemes

Published:2020-04 Issue:2 Volume:34 Page:04019117
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Tang Huang¹,Peng Jianxin²,Zhang Jianren³

Affiliation:

1. Lecturer, School of Civil Engineering, Hunan City Univ., Yiyang, Hunan 413000, China; Researcher, Industry Key Laboratory of Transportation Infrastructure Security Risk Management, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

2. Associate Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author).

3. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001402

Reference36 articles.

1. A FEM-based model to study the behaviour of corroded RC beams shear-repaired by NSM CFRP rods technique

2. Behaviour of corroded shear-critical reinforced concrete beams repaired with NSM CFRP rods

3. Mechanical behaviour of corroded RC beams strengthened by NSM CFRP rods