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PhD Thesis Arne Lüker final version V4 - Cranfield University

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esonance frequency [GHz] [MHz]<br />

100<br />

10<br />

1<br />

NCD 2 µm<br />

PZT 2 µm<br />

166<br />

Appendix A: PZT actuated Diamond Cantilever Technology<br />

PZT 0.5 µm/<br />

NCD 2 µm<br />

0,1<br />

Al/PZT/Pt/NCD<br />

(simulated)<br />

0,01<br />

Al<br />

PZT<br />

Pt<br />

NCD<br />

1E-3<br />

10 100<br />

cantilever length [µm]<br />

the resonance frequency by only 15 %. Adding<br />

the metallization layer will not cause any<br />

noticeable additional degradation.<br />

A.2.3 Cantilever deflection<br />

When applying an electrical field across the<br />

piezoelectric film, the strain generated between<br />

the piezoelectric film and the carrier substrate<br />

leads to a bending moment, which can either<br />

cause a deflection of the beam or can generate a<br />

force onto a base plate after the air gap is closed<br />

(see Fig. A3).<br />

The Data of the bending moment, deflection and force respectively can be obtained<br />

from Eq. A2 and A3 [4]:<br />

PZT<br />

Pt<br />

NCD<br />

PZT/Pt/NCD<br />

(simulated)<br />

Fig. A2: Calculated resonance frequencies (Eq. A1)<br />

of single layer cantilevers of 2.0 µm PZT and NCD<br />

and multilayer stacks of 0.5 µm PZT / 2.0 µm NCD.<br />

Also plotted are three points for the simulation of<br />

three complete Al/PZT/Pt/NCD stacks of 50, 100, and<br />

590 µm length with thicknesses as mentioned in the<br />

text; for Young’s moduli see Table A1.<br />

z<br />

y<br />

x<br />

w<br />

tNCD<br />

tPZT<br />

electrodes<br />

NCD<br />

PZT<br />

base plate<br />

g<br />

( 1+<br />

B)<br />

2<br />

2<br />

3L<br />

2AB<br />

V<br />

δ = ⋅<br />

⋅ d<br />

(Eq. A2)<br />

2 4<br />

2t<br />

A B + 2A<br />

2 3 31<br />

( 2B<br />

+ 3B<br />

+ 2B<br />

) + 1 tPZT<br />

base plate<br />

Fig. A3: Operation of PZT/NCD unimorph. Applied electrical load induces cantilever bending until an<br />

initial airgap (g) towards a base plate is closed (δ=g); for even higher loads a force (F) onto the base<br />

plate is generated.<br />

δ=g

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