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

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S ; R= ; r=kR 2 sina=a+Rslna.'<br />

R in a<br />

Projecting all forces onto the z-axis, we obtain<br />

N,, sf n a2 nr - p.7 (r -- a 2 ) =0,<br />

or, substituting the value <strong>of</strong> r,<br />

<strong>and</strong><br />

No sin 2.-r (a + R sin a) =p-1 (a +PR sin a)2--a2l<br />

Nv = pR(2a + Rsin a) ; PR 2a+2cinca<br />

2(a+ Rsin a) , 2I= a.Rsin- (.82)<br />

From the main equation (2.30) we obtain<br />

V 2-PR 2 ; 7 2R-<br />

' (5.83)<br />

As is apparent from expressions (5.82) <strong>and</strong> (5.83) the greztest ,'t-t<br />

00 arises at the internal points <strong>of</strong> tLe torus-shaped eh'el" when<br />

- r/2; in a particular case lwhen a -: R, stress 's ( =qS=<br />

<strong>The</strong>rmal stresses <strong>of</strong> a spherical shell<br />

<strong>Stress</strong>es in a spher.ical shell are determined from formulas [E. i.<br />

"0-a"-_r<br />

I I-:'t [(r 3 -- 2 r3i<br />

Ar dr-<br />

--r .Iar• A aadr ;<br />

irr3

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