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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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606 J.S. JENSEN<br />

Energy, E<br />

a)<br />

Energy, E<br />

b)<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

0<br />

0 0.5 1 1.5 2<br />

Time, t<br />

central diff.<br />

time-disc.<br />

0<br />

0 0.5 1 1.5 2<br />

Time, t<br />

central diff.<br />

time-disc.<br />

Figure 2. Simulation values of the wave energy in the homogeneous structure<br />

with an instantaneous change of material properties at t0 = 0.85 s. a) ρ0 = 1<br />

and E0 = 1.5 and b) ρ0 = 2 and E0 = 1.5.<br />

design<br />

domain<br />

Figure 3. Design problem. A single gaussian pulse is to be compressed when<br />

propagating through the design domain by a suitable stiffness and mass density<br />

distribution in space and time.

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