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

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<strong>The</strong> bend <strong>of</strong> the shell as a result <strong>of</strong> force Q0 is found from the<br />

general solution to equation (5.17) obtained during the solution<br />

<strong>of</strong> equation (5.9). Integration constants C1, C2 <strong>of</strong> the general<br />

solution are determined from conditions:<br />

when x = 0 w 0 (0) = -6; w"(0) = 0, since = M(0) = 0.<br />

<strong>The</strong>n from equation (5.19) we find the necessary reaction Q0<br />

fulfilling these cznditions"<br />

w~)-Qo-" - •;<br />

OI<br />

Qo = - 2j 3 D&.<br />

for<br />

Now we find<br />

•= e-•xQ0 Cos PC + r<br />

2P 3 D<br />

E h<br />

,? C-P" Qo(Stn.•x +COs • )<br />

2A 2 D<br />

11-= -- Qosin ýx.<br />

According to formulas (5.23) we can find<br />

•- E (11p11 v:'= 0 Ci-- 0);<br />

r<br />

(npA = when<br />

h2 01)<br />

<strong>The</strong> stress diagram is shown in Fig. 5.19.<br />

<strong>The</strong> edge <strong>of</strong> the shell has a rigid attachment (FJg. 5.20).<br />

Sclution is found from formula (5.24.). <strong>The</strong> deformation <strong>of</strong> a free<br />

shell from pressure p is<br />

pr5<br />

53^3

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