Consider the rotor of Fig. 1. The relative motion of the two masses is described (in the inertial reference frame) by the equation:
where z is the position vector in the complex plane, is the reduced mass of the system, is the coefficient of rotating damping and there is no non-rotating damping (see §6). The characteristic equation associated to the equation of motion of the system is:
The solution of Eq. (A2) is of the type , so that the real part of , , is the angular frequency of the whirling motion when the imaginary part of is negative. Therefore the destabilizing forward whirling motion has frequency:
Let us compute for a system dominated by structural damping and for a system dominated by viscous damping.
hence:
and, if :
Since rotating damping derives from dissipation at frequency , the corresponding Q is certainly such that , yielding:
with the quality factor of the system due to rotating friction of viscous nature. Then:
Since and , the quantity is dominant with respect to and we have:
It follows that the whirling frequency is:
The case of very large viscous damping can certainly be ruled out in GG (and probably also in ground rotating machines with ). This means that in GG the coefficient of viscous rotating damping (A8) can never be used with a value of such that . We shall have ( ) with in the case of small viscous friction, and in the intermediate case. Hence, where Q is the quality factor due to structural damping. This means in the case of small viscous friction and in the intermediate case. The force required to stabilize the whirling motion is in all cases smaller than the elastic force of the spring (Eqs. (37), (39)). In GG, rotating friction comes from dissipation, in vacuum and at the spin frequency, in the tiny suspension springs and in the small rotating electrostatic plates which provide stabilizing forces much smaller than the spring forces themselves (see §4). Therefore, rotating structural friction is bound to be very small and rotating viscous friction (e.g. due to imperfect clamping of the suspensions) very small, if any. Ground tests based on the measurement of , and will be performed to determine the nature of rotating damping in the system using the results (A7) and (A11).
(Anna Nobili- nobili@dm.unipi.it)
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