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Table 7 Fire test and residual strength test results (Ryu et al. 2018) compared with number of pixels obtained from the proposed CNN model.

From: Automated Detection of Surface Cracks and Numerical Correlation with Thermal-Structural Behaviors of Fire Damaged Concrete Beams

Specimens

Fire test results

Residual strength test results

The number of pixels excluding pore edges from the proposed CNN model

Ratio of pixel numbers to P1-60

Temperature at mid span (c)

Ratio of temp to P1-60

Maximum load (kN)

Stiffness (kN/mm)

Ratio of stiffness to P1-60

P1-60

184.7

1.00

174.6

4.05

1.00

11,683,021

1.00

P1-120

528.9

2.86

169.9

3.28

0.81

17,638,559

1.51

P2-60

160.8

0.87

178.8

3.69

0.91

13,619,863

1.17

P2-120

568.8

3.08

174

2.91

0.72

18,303,122

1.57

P3-60

312.1

1.69

172.6

3.36

0.83

14,972,710

1.28