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. 2022 Mar 16;22(6):2296. doi: 10.3390/s22062296

Figure 18.

Figure 18

Damaged concrete beam with embedded SSU: (a) Schematic 3D model; (b) FE model; (c) Response spectrum obtained from wave propagation measurements in the actuator–receiver mode; (d) Comparison of received signal between the damaged and no damaged concrete beam with the applied actuation signal.