Issue 65

V. Le-Ngoc et alii, Frattura ed Integrità Strutturale, 65 (2023) 300-319; DOI: 10.3221/IGF-ESIS.65.20

specifications are shown in Tab. 3. Finally, some measured acceleration signals of structural conditions are presented in Fig. 7.

Figure 4: Illustrate the experiment model.

Symbol

Velocity (cm/s)

V1 V2 V3 V4 V5 V6 V7 V8 V9

37.7 41.47 45.24 49.01 52.78 56.55 60.32 64.09 67.86 71.63 75.4 79.17 82.94 86.71 90.48

V10 V11 V12 V13 V14 V15 V16

94.25 Table 1: Speed and mass of the moving load (load mass: 3 kg).

Figure 5: The shape of the cuts.

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