Comparative Study of Flexural Behavior of Corroded Beams with Different Types of Steel Bars-Reference-Cited by-同舟云学术

Comparative Study of Flexural Behavior of Corroded Beams with Different Types of Steel Bars

Published:2015-12 Issue:6 Volume:29 Page:04014163
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wang Lei¹,Ma Yafei²,Ding Wei³,Zhang Jianren⁴,Liu Yongming⁵

Affiliation:

1. Professor, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha Univ. of Science and Technology, Changsha 410114, China.

2. Ph.D. Candidate, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha Univ. of Science and Technology, Changsha 410114, China.

3. Master Student, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China.

4. Professor, Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author).

5. Associate Professor, School for Engineering of Matter, Transport and Energy, Arizona State Univ., Tempe, AZ 85281.

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.1943-5509.0000661

Reference41 articles.

1. Effect of degree of corrosion on the properties of reinforcing steel bars

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

3. Corrosion influence on bond between steel and concrete;Amleh L.;ACI Struct. J.,1999

4. Tensile behavior of corroded reinforcing steel bars BSt 500s

5. ASTM. (2003). “Standard practice for preparing cleaning and evaluating corrosion test specimens.” G1-03 West Conshohocken PA.

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