Electrochemical behaviour of concrete reinforcing steel under cathodic polarization: comparison of some test procedures-Reference-Cited by-同舟云学术

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Electrochemical behaviour of concrete reinforcing steel under cathodic polarization: comparison of some test procedures

Published:1991-03 Issue:2 Volume:24 Page:100-105
ISSN:0025-5432
Container-title:Materials and Structures
language:en
Short-container-title:Materials and Structures

Author:

Rodriguez-Maribona I.,Carpio J. J.,Raharinaivo A.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF02472470.pdf

Reference20 articles.

1. Stratfull, R. F., ‘Cathodic protection of a bridge deck’,Materials Performance (April 1974) 24–25.

2. Vrable, J. B., ‘Cathodic protection for reinforeing steel in concrete’, ASTM STP 629 (1977) pp. 124–149.

3. Shutt, W. R., ‘Practical experiences with bridge deck cathodic protection, paper No. 74, Conference NACE Corrosion/78 (1978).

4. Fromm, H. J. and Wilson, G. P., ‘Cathodic protection of bridge decks’, Transportation Research Record No. 604, USA (1976).

5. Hausmann, D. A., ‘Criteria for cathodic protection of steel in concrete structures’,Materials Protection 18(10) (1969).

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Environmental factors affecting the corrosion behavior of reinforcing steel III. Measurement of pitting corrosion currents of steel in Ca(OH)2 solutions under natural corrosion conditions;Corrosion Science;2009-08

2. Application of the Nernst-Einstein equation to concrete;Cement and Concrete Research;1997-02

3. The electrochemical behaviour of steel under polarization in porous media simulating concrete;Corrosion Science;1992-10

4. Steel corrosion in concretes deteriorated by chlorides and sulphates: Electrochemical study using impedance spectrometry and ‘stepping down the current” method;Cement and Concrete Research;1992-01

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