Simplified Methodology for the Evaluation of the Residual Strength of Corroded Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Simplified Methodology for the Evaluation of the Residual Strength of Corroded Reinforced Concrete Beams

Published:2010-04 Issue:2 Volume:24 Page:108-119
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wang Xiao-Hui¹²,Liu Xi-La¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., No. 800 Dongchuan Rd., Shanghai 200240, People’s Republic of China (corresponding author).

2. Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., No. 800 Dongchuan Rd., Shanghai 200240, People’s Republic of 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.1943-5509.0000083

Reference33 articles.

1. Effect of Reinforcement Corrosion on Flexural Behavior of Concrete Slabs

2. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members;Al-Sulaimani G. J.;ACI Struct. J.,1990

3. American Concrete Institute (ACI). (1983). “Building code requirements for reinforced concrete.” ACI 318-83 Detroit.

4. Prediction of ultimate stress in unbonded prestressed tendons

5. Residual strength of corrosion-damaged reinforced concrete beams;Azad A. K.;ACI Mater. J.,2007

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