Research Article
Accelerated Electromigration Approach to Evaluate Chloride-Induced Corrosion of Steel Rebar Embedded in Concrete
Table 2
Single rebar specimens produced from slag replacement.
| | Sample numbers | Reservoir length (cm) | Total ampere‐hour | Duration (days) |
| | SL-1 | 17.5 | 1.701 | 27 | | SL-2 | 1.47 | 50 | | SL-3 | 3.162 | 16 |
| | SL-4 | 2.5 | 3.66 | 54 | | SL-5 | 3.701 | 82 |
| | SL-6 | 5 | 4.016 | 84 | | SL-7 | 2.482 | 64 | | SL-8 | 2.351 | 84 |
| | SL-9 | 10 | 4.282 | 82 | | SL-10 | 2.369 | 55 | | SL-11 | 3.438 | 49 |
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