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Design and Stress Analysis of Extraterrestrial ... - The Black Vault

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through the critical mode during acceleration <strong>and</strong> stopping <strong>of</strong> such<br />

a rotor, special devices which limit the deflections <strong>of</strong> the shaft<br />

are used.<br />

A shift <strong>of</strong> the critical modes to lower rpms ca*x be accomplished<br />

by introducing into the design <strong>of</strong> the supports special devices which<br />

restrict the rigidity <strong>of</strong> the support while preserving slifficient<br />

rigidity <strong>and</strong> strength <strong>of</strong> the shaft itself,<br />

Usually, "elastic" supports are not purely elastic since they<br />

are also the location <strong>of</strong> vibration dampers. In order to show the<br />

effect <strong>of</strong> an elastic support, let us examine the diagram in Fig. 3.80.<br />

Critical velocity <strong>of</strong> a rotor with an elastic support can be<br />

determined from the equality (without allowing for gyroscopic moment)<br />

Cp<br />

I/(3.142)<br />

where cnp is the cited coefficient <strong>of</strong> rotor rigidity at the point <strong>of</strong><br />

disk attachment (with allowance for the pliability <strong>of</strong> the support).<br />

<strong>The</strong> coefficient <strong>of</strong> rigidity<br />

C. = -- ,.<br />

"C yp<br />

(3.-143)<br />

where y = y 6 + Ynn is the displacement <strong>of</strong> the shaft at the<br />

point <strong>of</strong> disk attachment under the effect <strong>of</strong> the force P;<br />

YB <strong>and</strong> y on.np are the displacement <strong>of</strong> this point because <strong>of</strong> the<br />

deflection <strong>of</strong> the shaft <strong>and</strong> the deformation <strong>of</strong> the elastic support,<br />

respectively.<br />

We shall express displacement yon.np in terms <strong>of</strong> the deformation<br />

<strong>of</strong> the support itself (Fig. 3.80a): yon(11/1). On the other h<strong>and</strong>,<br />

Yon Pon /c on, where Pon = P(Il/1) is the reaction <strong>of</strong> the elastic<br />

support.<br />

Consequently,<br />

381

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