01.07.2014 Views

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

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

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

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

If the number <strong>of</strong> disks in the rotor is more than one, the<br />

frequency equation is made considerably more complicated. Thus, for<br />

a two-disk system the determinant (3.115, will have the form<br />

C 2 1 c2--(hi -- JUs) C23 cC24<br />

f 3 l f32 ('ý 34<br />

C41 C 42 C 43 C44 (JVA2 JnS) Il<br />

(3.136)<br />

<strong>and</strong> the frequency equation will be <strong>of</strong> the 8th power relative to X<br />

2<br />

(or <strong>of</strong> the 4th power relative to X<br />

For a three-disk system the frequency equation will be <strong>of</strong> the<br />

12th power relative to Xetc. <strong>The</strong>se equations become-difficult to<br />

solve by ordinary methods.<br />

It should be noted that high speed computers, however, can<br />

solve this problem. <strong>The</strong>re are other methods also which, if we use<br />

some approximation, enable us to determine the critical angular<br />

velocities <strong>of</strong> complex systems. Among these methods is the solution<br />

to integral equations <strong>of</strong> free vibrations using the method <strong>of</strong><br />

successive approximations.<br />

<strong>The</strong> integral equation for free flexural vibrations in a rotating<br />

rotor on two supports, having an arbitrary law <strong>of</strong> variation for the<br />

cross-sectional area <strong>of</strong> the shaft along the length <strong>and</strong> a loadcarrying<br />

raw <strong>of</strong> disks located arbitrarily along the length (Fig. 3.78)<br />

has the form<br />

375

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!