01.07.2014 Views

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

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

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

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Hence generalized stress is<br />

SV2= f ± + (A)+o+ 2 - :,., (M) +<br />

<strong>The</strong> coefiicient <strong>of</strong> safety is n=- -' ; n>I.<br />

61 max<br />

As seen from Fig. 5.15 <strong>and</strong> 5.18, tbe most stressed spot <strong>of</strong><br />

the shell is the circumference passing through point A.<br />

Case 4.<br />

<strong>Stress</strong>es in a supported shell loaded with pressure.<br />

<strong>The</strong> edge <strong>of</strong> the shell has a hinged support (Fig. 5.19).<br />

quantities r, h, E, p are given. Find ao, 0x, ar (M), w. <strong>The</strong><br />

initial<br />

equation is<br />

w , e-P-c (C, sin' .x +C CO oX). (5.24)<br />

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

<strong>The</strong> following solution sequence is selected. We determine the<br />

deformation <strong>of</strong> a free, unsupported shell under the action <strong>of</strong> pressure<br />

p. <strong>The</strong>n we apply to the end <strong>of</strong> the shell force Q0 so that total<br />

shell deformation at the support point is zero. This procedure<br />

makes it possible to use the results <strong>of</strong> the preceeding calculations.<br />

integral<br />

Deformation <strong>of</strong> a free shell is<br />

determined by the particular<br />

Eh<br />

where 6 is the bend <strong>of</strong> the free shell under the action <strong>of</strong> pressure p.<br />

Fig. 5.18. Diagram <strong>of</strong> shell Fig. 5.19. <strong>Stress</strong>es in a shell<br />

stresses.<br />

with a hinged support.<br />

532<br />

~. '4,

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!