Research Article
Accelerated Electromigration Approach to Evaluate Chloride-Induced Corrosion of Steel Rebar Embedded in Concrete
Table 3
Single rebar specimens produced from fly ash replacement.
| | Sample numbers | Reservoir length (cm) | Total ampere‐hour | Duration (days) |
| | FA-1 | 5 | 4.069 | 84 | | FA-2 | 3.015 | 74 | | FA-3 | 1.718 | 16 |
| | FA-4 | 7.5 | 5.889 | 16 | | FA-5 | 3.524 | 25 | | FA-6 | 3.729 | 30 |
| | FA-7 | 17.5 | 8.145 | 64 | | FA-8 | 6.942 | 74 | | FA-9 | 6.676 | 65 |
| | FA-10 | 2.5 | 2.742 | 64 | | FA-11 | 3.531 | 73 |
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