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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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Stability <strong>of</strong> cylindrical shells reinforced<br />

by closely arranged circular stiffening<br />

ribs (Fig. 4.44)<br />

Critical comprehensive external pressure is determined from<br />

formula [36]<br />

P F' S 1 2 __+___+<br />

N'P - (n2 -t 12(-(1<br />

2 - r 2<br />

+<br />

22-<br />

a<br />

t,.•(4.22) +')•<br />

U + n2) Sir 2 J(42)<br />

S(W<br />

where.<br />

.•r 1281;<br />

I is the moment <strong>of</strong>t inertia for the cross section <strong>of</strong> an elastic<br />

rib together with the connected b<strong>and</strong>, mm4<br />

I is the distance between neighboring reinforcing ribs.<br />

Ft.g. 4.43. Stability losses Fig. 4.44. A circular cylindrical<br />

in a cylindrical shell wtth pure shell reinforced by circular ribs.<br />

bend.<br />

1<br />

i :1 91

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