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Online proceedings - EDA Publishing Association

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11-13 <br />

May 2011, Aix-en-Provence, France<br />

<br />

input case, assuming the same damping coefficient as in the<br />

previous damped case. The relative displacements at two<br />

opposite (with respect to the spring axis) corner nodes for the<br />

FE and the two-dof models are depicted in Fig. 11 and, again,<br />

they well agree. It is worthwhile to point out that when one<br />

Mode 1: 1,527 Hz<br />

Mode 2: 10,047 Hz corner enters into contact with the die, since the plate is rigid<br />

the opposite node is limited in its movement as well. This<br />

confirms that for the low-g case the motion due to the<br />

excitation is mainly rotational around the spring axis, i.e.<br />

according to the degree of freedom Δθ . Again, the stresses<br />

Mode 3: 17,737 Hz<br />

Mode 4: 23,665 Hz<br />

are underestimated by the two-dof model (Fig. 12), but their<br />

absolute value is lower than the previous damped case when<br />

no contact is considered. This means that, due to the small<br />

lower gap, the die works as a stopper for the moving plate.<br />

Finally, a calculation has been carried out for the high-g<br />

acceleration input case, where both damping and contact have<br />

Mode 5: 28,945 Hz<br />

Mode 6: 164,090 Hz<br />

to be considered. As in the previous low-g case with contact,<br />

we present in Fig. 13 the relative displacements for both the<br />

opposite corner nodes. Again, the dynamics of the sensor is<br />

well captured by the two-dof model; in this case, however,<br />

when one node enters into contact with the die, the opposite<br />

corner evidences a larger displacement in the other direction.<br />

Mode 7: 259,820 Hz<br />

Mode 8: 359,310 Hz<br />

This behavior is possible only if a contribution of the<br />

translational degree of freedom Δw is also present; in other<br />

words, the plate, still rigid, translates along the Z-axis and<br />

rotates along the spring axis during high-g excitation. For the<br />

high-g case, the stresses calculated by the two-dof model are<br />

even more underestimated than the previous cases, as shown<br />

Mode 9: 526,660 Hz<br />

Mode 10: 847,540 Hz in Fig. 14.<br />

In conclusion, the good performance of the two-dof model for<br />

Fig. 6. Lowest vibration modes of the MEMS sensor.<br />

what concerns the sensor dynamics is undermined by the lack<br />

of accuracy for the stresses. Other methods like the one<br />

recalled in the following Section IV could possibly solve this<br />

drawback.<br />

III. RESULTS<br />

The advantages of the reduced order modelling in terms of<br />

computational burden are evident: in our examples the FE<br />

calculations required about 5 hours versus a few seconds for<br />

the two-dof model. In order to appreciate, instead, the quality<br />

of the reduced order model approximation Figs. 7-14 compare<br />

the FE solution with the simplified, two-dof approach, in four<br />

different cases.<br />

First, for the low-g acceleration input case, an undamped and<br />

damped response has been considered when the contact is<br />

neglected for the moving plate. In Fig. 7 and Fig. 9 the<br />

relative displacements along the Z-axis u Z at one corner node<br />

of the plate are compared: in both the cases the sensor<br />

dynamics is correctly captured (thus confirming the hypothesis<br />

of a rigid plate), an almost negligible difference is visible only<br />

in the peak of the damped case. In the Figs. 8 and 10 the<br />

envelope of maximum principal stresses at the spring clamped<br />

end section, calculated as in [9], are shown. The two-dof<br />

stresses appear clearly underestimated with respect to the FE<br />

solution; this discrepancy is due to the stress concentration<br />

effect because of the rounded corners between the plate and<br />

the spring end; this effect is captured by a refined FE mesh,<br />

but is not reproduced by the two-dof model.<br />

As a third case, we allow for contact in the low-g acceleration<br />

Fig. 7. Time history of the relative vertical displacement at the plate corner<br />

node for the low-g undamped case, neglecting contact.<br />

©<strong>EDA</strong> <strong>Publishing</strong>/DTIP 2011<br />

<br />

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