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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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Squrvature variation along the generatrices is<br />

d 2 tL'<br />

* dr 2<br />

Curvature variation in a circular direction, connected with<br />

the variation in the shell's radius <strong>of</strong> curvature R because <strong>of</strong> a turn<br />

<strong>of</strong> the elements by angle dw/dr,<br />

I dw<br />

"r dr<br />

<strong>The</strong>ilast expression is derived in the following manner.<br />

initial curvature <strong>of</strong> the shell in a circular direction is 1/R = 1/r<br />

Ug 0. Due to the turn <strong>of</strong> the generatrix by angle dw/dr, the rad.us<br />

<strong>of</strong> curvature acquires a new value:<br />

<strong>The</strong><br />

rsinOrsInO<br />

; dw<br />

cos~+Cos 0<br />

dr<br />

fi<br />

hence t•he<br />

variation in curvature is<br />

: ~~~~k ;-•--=.<br />

1 Idw<br />

.<br />

S RHoU R r dr<br />

pi<br />

We<br />

shall disregard the curvature varia tion because <strong>of</strong> dplacm,,r~t<br />

I<br />

Full circular normal stresses are<br />

i<br />

rtgO0<br />

linear bending momenrts are<br />

D , +k) D j<br />

AI&=D (kv+ jikrj=L?[<br />

i (5. ..15<br />

* I

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