Chloride-Induced Corrosion in Insufficiently Grouted Posttensioned Concrete Beams-Reference-Cited by-同舟云学术

Chloride-Induced Corrosion in Insufficiently Grouted Posttensioned Concrete Beams

Published:2008-01 Issue:1 Volume:20 Page:85-91
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Minh Ha¹²³⁴,Mutsuyoshi Hiroshi¹²³⁴,Taniguchi Hirotsugu¹²³⁴,Niitani Kyoji¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Shimo-Okubo, Sakura-ku, Saitama-shi, Saitama-ken 338-8570, Japan.

2. Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., 255 Shimo-Okubo, Sakura-ku, Saitama-shi, Saitama-ken 338-8570, Japan.

3. Engineer, Sumitomo Mitsui Construction Co., Ltd., Tokyo, Japan.

4. Engineering Researcher, Oriental Construction Co., Ltd., Tokyo, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282008%2920%3A1%2885%29

Reference16 articles.

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

2. Steel Corrosion in Concrete

3. Corrosion of Steel in Concrete

4. The effect of concrete surface treatments on electrical measurements of corrosion activity

5. JSA. (1999). “Uncoated stress-relieved steel wires and strands for prestressed concrete.” JIS G3536 Japanese Standards Association Japan.

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