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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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i;W ,y 11f- 4-<br />

+j<br />

dl<br />

.14. 1 d ; ti( 5,72)<br />

It is characteristic that in the expressions for forces <strong>and</strong><br />

moments in the form <strong>of</strong> deformation axial symmetry, the values <strong>of</strong> •.<br />

in the front <strong>and</strong> back parts <strong>of</strong> the element are equal to each other.<br />

Segments dy to the right <strong>and</strong> left are different since their defoiva!uIon<br />

in the direction <strong>of</strong> the axis can be substantial.<br />

It is easy to show that<br />

Sdx)N<br />

External forces acting on the shell are assuined to Le as~m,,it';<br />

therefore internal forces do not have the properties <strong>of</strong> a:'ial.<br />

symmetry. If the loads are symmetri3, the internal i'crre faetcir"<br />

will not depend upcn y.<br />

Steady-state equations are composed f(-r j; d r,.izmd sheli, •i.,.,<br />

we shall assume that due to the rather !.-rge lcal "d]spiL•,"ern.,r.t<br />

in w, tch_ radiii <strong>of</strong> curv'ature for t.,e miu-.1c fr , l, "<br />

noticeably <strong>and</strong> acquired the vaiues <strong>of</strong> H, an( , .<br />

59"<br />

31<br />

'1<br />

i 59 7

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