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308 Smart Technologies <strong>for</strong> Safety Engineering<br />

Table 8.3 Material properties of (transversally isotropic) PZT4 ceramic (mass<br />

density ρpz = 7500 kg/m 3 , ɛ0 = 8.854 × 10 −12 F/M)<br />

Elastic constants GPa<br />

Ĉ pz pz<br />

11 = Ĉ22 Ĉ pz<br />

12<br />

Ĉ pz<br />

13<br />

Ĉ pz<br />

33<br />

Ĉ pz<br />

44<br />

Ĉ pz<br />

66<br />

= Ĉ pz<br />

23<br />

= Ĉ pz<br />

= 1<br />

2<br />

55<br />

Ĉ pz<br />

11<br />

pz<br />

− Ĉ12 107.60<br />

63.12<br />

63.85<br />

100.40<br />

19.62<br />

22.24<br />

Piezoelectric C/m 2<br />

ê pz<br />

15 = êpz 24<br />

ê pz<br />

31<br />

ê pz<br />

33<br />

= êpz<br />

32<br />

12.0<br />

−9.6<br />

15.1<br />

Dielectric ɛ0<br />

ɛ pz<br />

11 = ɛpz 22<br />

ɛ pz<br />

33<br />

1936<br />

2109<br />

Several configurations of piezoelectric transducers were checked, <strong>for</strong> example:<br />

one square patch 30 mm × 30 mm in the center of the upper side of the plate;<br />

four square patches of 10 mm × 10 mm fixed symmetrically around the center of the plate<br />

(as shown in Figure 8.8).<br />

In the latter configuration it is assumed that the transducers are to be excited simultaneously<br />

by the same voltage, so they act in the same way on the plate and <strong>for</strong>m one multipatch piezoactuator.<br />

This approach gave a better per<strong>for</strong>mance (a bigger deflection of the center of the plate<br />

and a better de<strong>for</strong>mation shape) using less piezoelectric material so it was used in the later<br />

analysis. Another effective configuration can be triangularly shaped piezoelectric actuators <strong>for</strong><br />

vibroacoustic control systems, proposed in Reference [40].<br />

8.10 Modeling and Analysis of an Active Single-Plate Panel<br />

8.10.1 Kinds and Purposes of Numerical Tests<br />

Several numerical tests concerning the modeling and design of particular components or the<br />

whole assembly of a panel cell were carried out. In some of them the panel or (only) the elastic<br />

plate is coupled to the acoustic medium (i.e. the air waveguide). Some of the finite element<br />

tests were matched with the corresponding analytical solutions. Three kinds of tests can be<br />

distinguished:<br />

Plate tests (eigenvalue and frequency-response analyses) are used to identify elastic plate<br />

resonances and to discover a specific resonance of the coupled system of the elastic plate<br />

and acoustic medium waveguide.<br />

Multilayer tests (analytical one-dimensional frequency-response analyses of multilayered<br />

media) are used to confirm the coupled resonance and to select the thickness and material of<br />

the poroelastic layer.<br />

Panel tests (frequency-response and single-frequency FE analyses) are used to test active<br />

and passive behavior (per<strong>for</strong>mance) of the panel.

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