Review Article
Seismic Behavior of Corroded RC Bridges: Review and Research Gaps
Table 3
Pitting factors obtained from literature.
| Authors and date | | | Time (day) | Number of samples | (μA/cm2) | Pitting factor: () Mean; COV |
| González et al. [73] | 8 | 500 | 6 years | NS | 0.1–7.0 | 4.4–5.9; NS | 16 | 400 | 30 | 10–100 | 5.9–16.1; NS |
| Rodriguez et al. [74] | 6 | 650 | 100–200 | 18 | 100 | 4–11.7; 0.05–0.22 |
| Rodriguez et al. [75] | 12 | 2300 | 100–200 | 16 | 100 | 4.0; 0.15 |
|
Torres-Acosta and Martínez-Madrid [31] | 13 | 310 | 700 | 35 | NS | 5.5; 0.59 |
| Stewart [76] | 8 | 800 | 50 years | | 1 | 7.00; 0.18 | 16 | | 7.68; 0.16 | 24 | | 8.08; 0.16 | 28 | | 8.23; 0.15 | 32 | | 8.36; 0.15 | 36 | | 8.48; 0.15 | 10 | 100 | | | | 1.65; 0.22 |
| Cairns et al. [77] | 16 | NS | 100–400 | 25 | 10–50 | 23.8; 0.56 |
| Torres-Acosta et al. [78] | 10 | 1500 | 40, 80, 200 | 8 | 80 | 11.7; NS |
| Stewart and Al-Harthy [79] | 16 | 100 | 78 | 32 | 160–185 | 6.20; 0.18 | 27 | 125–150 | 7.10; 0.17 |
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