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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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Dissipation, D<br />

1.0<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0.0<br />

a<br />

ARTICLE <strong>IN</strong> PRESS<br />

J.S. Jensen / Journal of Sound and Vibration 301 (2007) 319–340 335<br />

0 200 400 600 800 1000 1200 1400 1600<br />

Frequency [Hz]<br />

Fig. 10. (a) Optimized distribution of absorptive material (black) and loss-free host material (white) for maximum dissipation in a 10%<br />

frequency interval around f 0 ¼ 788 Hz; (b) corresponding dissipation of P and S waves. P wave Z r ¼ 0:05 s 1 (solid), S wave Z r ¼ 0:05 s 1<br />

(dash), P wave Z r ¼ 0:75 s 1 (dot), S wave Z r ¼ 0:75 s 1 (dash–dot).<br />

Fig. 11. Point-wise dissipated power for the optimized design for f 0 ¼ 788 Hz: (a) a P wave and (b) an S wave. Z r ¼ 0:05 s 1 .

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