Research Article
Investigation of Residual Bearing Capacity of Corroded Reinforced Concrete Short Columns under Impact Load Based on Nondestructive Testing
Table 6
Test results of bearing capacity of corroded RC short columns.
| | | Number | C0X0 | C0X5 | C0X10 |
| | Peak | Bearing capacity (kN) | 4246.3 | 3765.4 | 3569.9 | | Displacement (mm) | 1.334 | 1.215 | 1.218 | | Concrete strain (με) | 2110 | 1757 | 1757 | | Strain of reinforcing steel (με) | 225t5 | — | 1512 |
| | Destructive | Force (kN) | 3991.9 | 2828.1 | 1563.5 | | Displacement (mm) | 1.486 | 4.860 | 5.290 | | Concrete strain (με) | 2343 | — | — | | Strain of reinforcing steel (με) | 2399 | — | — |
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