Research Article

Investigation of Residual Bearing Capacity of Corroded Reinforced Concrete Short Columns under Impact Load Based on Nondestructive Testing

Table 3

Damage factor of test surfaces under corrosion.

Corrosion rateTest surfacesAverage valueVarianceMaximumMinimumCorrosion damage factor

17%C1X5-B-C0.080660.003440.20440.000250.07024
C1X5-A-D0.059370.002010.17260.00025
C2X5-B-C0.063700.003710.36820.00078
C2X5-A-D0.077210.003130.22320.00806

30%C1X10-B-C0.059090.001440.12280.000780.07437
C1X10-A-D0.074690.004250.37180.00182
C2X10-B-C0.082090.003000.20290.00025
C2X10-A-D0.081610.002690.23330.00078