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Corrosion Propagation of Carbon Steel Rebar Embedded in Concrete

Binary and ternary concrete mixtures were prepared. Two type of specimens were prepared: single (1 cm cover) and three (1.25 cm cover) rebar specimens. Electromigration was used to accelerate chloride transport this lasted anywhere between a week to a few months. The effect of concrete cover length of the rebar under the reservoir and concrete composition was investigated. This paper present the monitoring via linear polarization resistance and galvanostatic pulse to determine the corrosion current. The solution resistance and rebar potential was monitored for over 600 days. Corrosion in some cases initiated several weeks after removing the electromigration

Product Number: 51319-13564-SG
Author: Francisco Presuel-Moreno
Publication Date: 2019
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01639 MECHANISMS OF ENHANCING THE CORROSION RESISTANCE OF REBAR IN CHLORIDE-CONTAMINATED CONCRETE

Product Number: 51300-01639-SG
ISBN: 01639 2001 CP
Author: Kalliopi K. Aligizaki and Digby D. Macdonald
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