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Practical implementation of the Corrected Force Analysis Technique to identify the structural parameter and load distributions

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Academic year: 2021

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Figure

Fig. 1. Experimental setup.
Fig. 2. Structural parameter estimated at each point, averaged in the frequency range [1 5] kHz
Fig. 3. Real part of the structural parameter, least squares estimation on load-free and damping-free points
Fig. 4. Real part (left) and loss factor (right) of the structural parameter, least squares estimation on load-free and damping-free points (dashed red) and on the damping area (solid gray)
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