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WAVES AND VIBRATIONS IN INHOMOGENEOUS STRUCTURES ...

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Γ in<br />

H<br />

design domain<br />

ε<br />

l<br />

symmetry<br />

L<br />

Figure 3 - Half model of a channel with two symmetrically placed reflection chambers.<br />

where pR and pI are the real and the imaginary parts of the complex pressure. The<br />

sensitivities are then found as:<br />

dΦ<br />

d̺i<br />

= ∂Φ<br />

∂̺i<br />

+ 2ℜ(λ T ( ∂S<br />

∂̺i<br />

h<br />

Γout<br />

p − ∂f<br />

)). (11)<br />

∂̺i<br />

The vectors ∂Φ ∂Φ ∂Φ<br />

∂f<br />

, , , and the matrix (∂Sp−<br />

) are obtained through the FEMLAB<br />

∂̺ ∂pR ∂pI ∂̺ ∂̺<br />

matrix assembly procedure (see e.g. [6]).<br />

OPTIMIZATION OF A REFLECTION CHAMBER<br />

We consider the model problem illustrated in Fig. 3. The goal is to distribute solid<br />

material in a chamber in such a way that a propagating wave is reflected. The acoustic<br />

waves propagate in air through the main channel of height 2H and length L. Two<br />

reflection chambers with height h and length l are positioned symmetrically on the<br />

main channel. Each chamber consists of an air-filled part and the design domain where<br />

a favorable distribution of air and solid is to be found.<br />

We apply the following boundary conditions:<br />

n · (ρ −1 ∇p) + iω ρ −1 κ −1 p = 2iω ρ −1 κ −1 p0, Γin<br />

n · (ρ −1 ∇p) + iω ρ −1 κ −1 p = 0, Γout<br />

n · (ρ −1 ∇p) = 0, other boundaries.<br />

This specifies an incoming plane wave with amplitude p0 at Γin (p0 set to unity in the<br />

following), absorbing boundaries at Γin and Γout, traction free conditions on the outer<br />

boundaries and a symmetry condition at the lower boundary.<br />

As optimization objective we consider the squared amplitude of the acoustic pres-<br />

sure averaged over the output boundary:<br />

Φ(ω) = 1<br />

H<br />

<br />

Γin<br />

(12)<br />

|p(ω)| 2 dS, (13)<br />

and minimize the maximum value of Φ(ωi) for a set of frequencies ωi, i = 1,..., M.<br />

We now state the optimization problem as follows:<br />

min max Φ(ωi) i = 1,..., M<br />

subject to : S(̺)p = f<br />

0 ≤ ̺j ≤ 1 j = 1,..., Nd<br />

1<br />

Nd<br />

Nd<br />

j=1 ̺j ≤ V<br />

5<br />

(14)

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