Research Article
Accelerated Electromigration Approach to Evaluate Chloride-Induced Corrosion of Steel Rebar Embedded in Concrete
Table 5
Average: Rs, Rc, and rebar potential measured on FA specimens.
| | Sample numbers | Reservoir length (cm) | Average values | | Rs (kΩ) | Rc (kΩ) | Rebar potential (Vsce) |
| | FA-1 | 5 | 4.08 | 3.95 | −0.175 | | FA-2 | 4.21 | 3.93 | −0.150 | | FA-3 | 1.89 | 1.13 | −0.384 |
| | FA-4 | 7.5 | 1.42 | 1.14 | −0.444 | | FA-5 | 1.33 | 1.46 | −0.328 | | FA-6 | 1.32 | 0.60 | −0.415 |
| | FA-7 | 17.5 | 0.98 | 1.93 | −0.296 | | FA-8 | 0.90 | 2.08 | −0.235 | | FA-9 | 0.91 | 1.64 | −0.291 |
| | FA-10 | 2.5 | 7.36 | 4.77 | −0.152 | | FA-11 | 11.22 | 8.37 | −0.231 |
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