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

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E3<br />

e 2 , --e 1 ,<br />

o<br />

A= B 3 , 0 --E 1 E(lzEh+Eh)<br />

h, h29, h3<br />

E2 -- 2[E1 2 (ca 2 At - a 1 Art) + E 3 fh (a 3 &t 3 -, at Al);<br />

A 2 = E 1 E 2 E6 1 h, (alAfI 1 --a 2 At 2 ) + E h 3 (a 3 At 3 -- at 2)];<br />

.E 3 [Elh I (a, At, - a.At 3 ) E h1.(aiAt 2 "--uAt 3 )J.<br />

A 3 = 1<br />

Hence !<br />

zi<br />

o<br />

•I := E1 E.,h 1 (a 1 -A, - u:Af 2 ) + E 3 4h(a 1!t 3 3 - a 2 .t 2 ).<br />

2V2Elhil + E2h2 + -E343 .<br />

a#--.E ~=E 3 hj (aoht<br />

Eth, + E<br />

- (01-) + 2 fi<br />

EA 2 +<br />

2<br />

E(kaft 3 ~3 2 - a3ta)<br />

E3 Blh! + E2h12 I + E3/43<br />

I<br />

<strong>The</strong> stress in the k-th layer <strong>of</strong> an i-layer shell is<br />

.1<br />

V rjhj ((qtAti -- ctAfk)<br />

I<br />

SEihi (3.171)<br />

whore the subscripts k, i are the numbers 1, 2, ... , k .. , i, which<br />

is<br />

the solution to the problem.<br />

<strong>The</strong> first evaluation <strong>of</strong> shell strength can be the general<br />

formula for the safety factor<br />

where n > 1.1.<br />

4~20

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