Effects of Freeze-Thaw Cycles and Seawater Corrosion on the Behavior of Reinforced Air-Entrained Concrete Beams with Persistent Loads-Reference-Cited by-同舟云学术

Effects of Freeze-Thaw Cycles and Seawater Corrosion on the Behavior of Reinforced Air-Entrained Concrete Beams with Persistent Loads

Published:2013-03 Issue:1 Volume:27 Page:44-53
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Diao Bo¹,Zhang Jian²,Ye Yinghua³,Cheng Shaohong⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Beihang Univ., Beijing, P.R. China, 100191 (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Beihang Univ., Beijing, P.R. China, 100191.

3. Professor, Dept. of Civil Engineering, Beihang Univ., Beijing, P.R. China, 100191.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ontario, Canada, N9B 3P4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000052

Reference10 articles.

1. ASTM. (2010). “Standard test method for air content of freshly mixed concrete by the pressure method.” C231/C231M ASTM International West Conshohocken PA.

2. Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams

3. Influence of traversing crack on chloride diffusion into concrete

4. Chloride diffusivity of concrete cracked in flexure

5. The influence of cracks on chloride-induced corrosion of steel in ordinary Portland cement and high performance concretes subjected to different loading conditions

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