Research Article
Accelerated Electromigration Approach to Evaluate Chloride-Induced Corrosion of Steel Rebar Embedded in Concrete
Table 4
Average: Rs, Rc, and rebar potential measured on SL specimens.
| | Sample numbers | Reservoir length (cm) | Average values | | Rs (kΩ) | Rc (kΩ) | Rebar potential (Vsce) |
| | SL-1 | 17.5 | 0.77 | 0.60 | −0.261 | | SL-2 | 1.00 | 0.70 | −0.236 | | SL-3 | 1.20 | 0.71 | −0.258 |
| | SL-4 | 2.5 | 14.25 | 9.47 | −0.152 | | SL-5 | 11.13 | 19.44 | −0.218 |
| | SL-6 | 5 | 5.16 | 5.54 | −0.182 | | SL-7 | 3.76 | 3.06 | −0.200 | | SL-8 | 4.24 | 4.04 | −0.256 |
| | SL-9 | 10 | 1.45 | 1.51 | −0.183 | | SL-10 | 1.35 | 0.99 | −0.159 | | SL-11 | 1.32 | 0.96 | −0.120 |
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