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Table 2 Theoretical ultimate load and applied load when visible crack occurs for each specimen

From: Depth estimation of surface-opening crack in concrete beams using impact-echo and non-contact video-based methods

Specimen

L1 (cm)

L2 (cm)

Δt (s)

\( {C}_p=\frac{\left|{L}_1-{L}_2\right|}{\Delta t} \) (m/s)

ΔCp (m/s)

Group 1

60

30

0.000085

3529.41

3529

70

20

0.000142

3521.13

80

10

0.000196

3571.43

Group 2

60

30

0.000083

3614.46

70

20

0.000144

3472.22

80

10

0.000202

3465.35