Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality-Reference-Cited by-同舟云学术

Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality

Published:1992-11 Issue:4 Volume:4 Page:327-342
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:Journal of Materials in Civil Engineering

Author:

Rasheeduzzafar ,Al‐Saadoun S. S.,Al‐Gahtani A. S.

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%281992%294%3A4%28327%29

Reference17 articles.

1. Browne R. D. (1980). “Mechanisms of corrosion of steel in concrete in relation to design inspection and repair of offshore and coastal structures.” Performance of concrete in marine environment ACISP‐65 American Concrete Institute Detroit Mich. 169–204.

2. Crumpton C. F. Pattengill M. G. and Badgley W. A. (1969). Bridge deck deterioration study‐part 8 . State highway committee of Kansas Topeka Kans.

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