Effect of Crack Width and Bar Types on Corrosionof Steel in Concrete-Reference-Cited by-同舟云学术

Effect of Crack Width and Bar Types on Corrosionof Steel in Concrete

Published:2001-06 Issue:3 Volume:13 Page:194-201
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mohammed Tarek Uddin¹²³⁴,Otsuki Nobuaki¹²³⁴,Hisada Makoto¹²³⁴,Shibata Tsunenori¹²³⁴

Affiliation:

1. Res. Engr., Port and Airport Res. Inst., Independent Administrative Institution, 3-1-1 Nagase, Yokosuka 239-0826, Japan. E-mail: tarek@ cc.phri.go.jp

2. Prof., Facu. of Engrg., Tokyo Inst. of Technol., 2-12-1 O-okayama, Meguro-ku, Tokyo 152, Japan.

3. Assoc. Prof., Niigata Univ., 8050 Ikarashi 2-no-cho, Niigata-shi, Niigata 950-2181, Japan.

4. Engr., Obayashi Inc., Takaishi Shi, Takasago 3-1, Osaka 592-0001, 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%282001%2913%3A3%28194%29

Reference12 articles.

1. ACI Committee 224. ( 1980). “ACI Journal Proceedings 1980 revisions.” ACI Mat. J. 87 419.

2. Arya C. and Ofori-Darko F. K. ( 1996). “Influence of crack frequency on reinforcement corrosion in concrete.” Cement and Concrete Res. 26(3) 345–353.

3. British Standards Institution (BSI). ( 1992). Eurocode 2: Part 1 London.

4. Comité Euro-International du Béton (CEB). ( 1989). “Durable concrete structures.” Bulletin d'information no. 182 design guide 2nd Ed. Paris.

5. Goto Y. ( 1971). “Cracks formed in concrete around deformed tension bars.” J. Am. Concrete Inst. 68 244–251.

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