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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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- (0,,i66.0,239. 10-6-0,484.0,33. 1-6)=0,05.10"- (m/N)n;<br />

.-- [,o2pv (11)- ,OP211] = -- 3,45.10- (m/N)m;<br />

R 065.i -2,9104 N;<br />

A -- 0,17.10-12<br />

R2--=- 203.-104 N.<br />

Hence the moments from the forces in<br />

the bond!-, will be<br />

h - ('-) - 22.104 Nm/m; ---.<br />

12,-.10 4 N'm/m,<br />

<strong>The</strong> bending moment from the outer load will be<br />

Total bending moment is<br />

g .0 pb2 4,2-1G0,-..,72<br />

..- - = - = _ 15.1()4 N. "m/re.<br />

8 8<br />

S --- =(-- 5 -- 0,.02 +12,6) 104 -- -2r2.•.04-N<br />

.m/m.<br />

Maximum stress is<br />

6M, 6.2, 62.10 4<br />

2<br />

@rh2 2,25.10-4 7000.105 N/m<br />

Comparing these stresses with those obtained earlier, we see<br />

that the bracing <strong>of</strong> a plate reduces the level <strong>of</strong> stresses by more<br />

than a factor <strong>of</strong> five.<br />

Peculiarities in the arnalysi. <strong>of</strong> perforated reactor plates<br />

<strong>The</strong> load-bearing plate <strong>of</strong> a reactor is a discontinuous perforated<br />

plate <strong>of</strong> constant thickness. In a considerable part it is weakened<br />

by the openings for attaching the fuel elements <strong>and</strong> for the passage<br />

182

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