2004
DOI: 10.4152/pea.200404305
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Guard Ring and Electrochemical Noise Employment in the Evaluation of the Steel-Concrete System

Abstract: To evaluate the electrochemical parameters of the reinforced concrete specimens at laboratory level there is no problem at all, because one can use any well-known electrochemical technique, but in site monitoring, there are few techniques being able to obtain these parameters. In this work a viable alternative is presented for the electrochemical evaluation of the reinforced concrete specimens in laboratory or in site monitoring. In order to have a reference of the corrosion rate obtained with the electrochemi… Show more

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“…1(b). Also, linear plots for directly interpreting corrosion risk as per ASTM C876-91 R99 [26][27][28] were included in Fig. 1(a), following the practice in Zamora et al [5], and linear plot for directly interpreting corrosion rate, as classified in studies [41][42], was included in Fig.…”
Section: Test-results From the Distribution Fitting Analysis Of Corromentioning
confidence: 99%
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“…1(b). Also, linear plots for directly interpreting corrosion risk as per ASTM C876-91 R99 [26][27][28] were included in Fig. 1(a), following the practice in Zamora et al [5], and linear plot for directly interpreting corrosion rate, as classified in studies [41][42], was included in Fig.…”
Section: Test-results From the Distribution Fitting Analysis Of Corromentioning
confidence: 99%
“…Measurements of corrosion test-data were obtained from the concrete samples first, in five days interval for 40 days and thereafter in seven days interval for the following four weeks (totalling 68-day experimental period), through use of electrochemical test-techniques [26][27]. The electrochemical test-techniques employed in the study include:…”
Section: Electrochemical Monitoring Experimentsmentioning
confidence: 99%
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