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

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Bending moments achieve their maximum values in the center <strong>of</strong> the<br />

plate:<br />

-~~ ~ P p(+~~<br />

16<br />

r4<br />

Ij<br />

Fig. 2.52.<br />

supported edges.<br />

Plate with freely<br />

P --<br />

a<br />

z<br />

L'tt us substitute the values <strong>of</strong> the moments into these formulas.<br />

I<br />

In the center <strong>of</strong> the plate (o ) =(- _____<br />

r max T~ max 8h2<br />

On the outer contour a 0; GCP = 3/41(1 - p)pb.<br />

Obviously, this type <strong>of</strong> plate attachment is less desirable than the<br />

former.<br />

<strong>The</strong> vpriation in stresses for the studied case is shown in<br />

Fig. 2.52.<br />

Let us examine the loading <strong>of</strong> a plate with a concentrically<br />

located power loading (see Fig. 2.52). Solving equations (2.63);4<br />

we obtain<br />

1741<br />

U<br />

I

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