Experimental determination of cathodic current and oxygen consumption rate of corroding steel in concrete under varying ambient relative humidity

EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction

Volumn , Issue , 2008, Pages

  Hussain, Raja Rizwan ^a   Ishida, Tetsuya ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Cathodic current; Corrosion; Oxygen consumption rate; Relative humidity; Steel reinforced concrete

Indexed keywords

CATHODIC CURRENTS; CORRODING REINFORCEMENT; CYCLIC EXPOSURES; EFFECT OF OXYGEN; ELECTROCHEMICAL PHENOMENA; ENVIRONMENTAL CONDITIONS; EXPERIMENTAL DETERMINATION; HUMIDITY CONDITIONS; LABORATORY TEST; OXYGEN CONSUMPTION RATE; QUANTITATIVE RELATIONS; STEEL BARS; STEEL REINFORCED CONCRETE; STEEL REINFORCEMENTS; WETTING-DRYING;

ATMOSPHERIC HUMIDITY; BRIDGE DECKS; STRUCTURAL DESIGN;

CORROSION;

EID: 84871000689     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. M. Raupach, "Investigations on the influence of oxygen on corrosion of steel in concrete"-Part 1, Materials and Structures, Vol. 29, pp. 174-184, April. 1996.
2. M. Raupach, "Investigations on the influence of oxygen on corrosion of steel in concrete"-Part 2, Materials and Structures, Vol. 29, pp. 226-232, May. 1996.
3. Ishida T., and Maekawa K., "An Integrated Computational System for Mass/Energy Generation, Transport, and Mechanics of Materials and Structures", Journal of JSCE, No. 627/V-44, August 1999.
4. K. Maekawa, T. Ishida and T. Kishi, "Multiscale modeling of concrete performance", Journal of advanced concrete technology, Vol. 1, No. 2, pp. 91-126, July 2003.
5. Hussain Raja Rizwan and Tetsuya Ishida, "Electrochemical modeling of corrosion in reinforced concrete and the effect of chloride and temperature", Proceedings of the Japan Concrete Institute, Japan. Vol. 29, No. 1, pp. 1389-1394, 2007.
6. ASTM C 876-91, Standard test method for half-cell potentials of uncoated reinforcing steel in concrete, ASTM, U.S. A, 1999.