Parameters That Influence Corrosion Detection in Reinforced Concrete Based on Eddy Current Thermography

Table 2

The rate of the temperature rise dependent on the corrosion time for different specimens with different rebar radiuses (°C/s).

Corrosion time (h)	40F8C3	40F12C3	40F20C3
0	0.03213	0.04467	0.0589
12	0.03409	0.04569	0.0616
24	0.03736	0.04905	0.06393
48	0.03979	0.05468	0.06797
96	0.0429	0.05662	0.0699