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

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

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<strong>The</strong>n the bendinv moment is<br />

t<br />

! !<br />

EI•uu" f F<br />

O-)• d<br />

0 Oz z z<br />

oj' Q) (oFtd2.<br />

If we designate e" QF ''in--<br />

z z<br />

to bending moment), we obtain<br />

(the integral operator, proportional<br />

or<br />

After we integrate this equation, we find the angle <strong>of</strong> pitch<br />

for the elastic line:<br />

0<br />

<strong>The</strong> integration constant C3 = 0, since u'(0) = 0 when z = 0.<br />

for<br />

Let us integrate the last time.<br />

e deflection <strong>of</strong> a vibrating blade:<br />

We shall obtain the equation<br />

+ C<br />

Coo<br />

0 00EI<br />

<strong>The</strong> integration constant C4 = 0, since u(0) = 0 when z = 0.<br />

e<br />

Finally, the linear integral equation <strong>of</strong> an elastic line for<br />

a vibrating blade iz<br />

•z zz I<br />

- dtQFtdz2. (3-35)<br />

O0<br />

zz<br />

270

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