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

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pR _prtgii<br />

h (5.39)<br />

where R is the shell's radius <strong>of</strong> curvature.<br />

P<br />

I<br />

I<br />

I<br />

00<br />

Fig. 5.28. Determining the Fig. 5.29. Equilibrium <strong>of</strong> a,<br />

axial force <strong>of</strong> a "conical shell." shell element.<br />

Membrane stresses ar <strong>and</strong> a are the reason foi' the appearance<br />

<strong>of</strong> deformation. <strong>The</strong> greatest stresses a lead to shell deformation<br />

in a radial direction:<br />

pr<br />

% R<br />

2<br />

5 401<br />

)<br />

B! tg ~ .(<br />

Radial displacements toward an increase in-the shell's radius'<br />

<strong>of</strong> curvature R are assumed positive. Pressure p acting on the internal<br />

surface <strong>of</strong> the shell from the center to the periphery is also assumed<br />

positive.<br />

As in a cylindrical shell, we express al' strains <strong>and</strong> internal<br />

forces in terms <strong>of</strong> full radial displacements <strong>of</strong> w.<br />

Thus, the relative deformation in a circular direction is'<br />

55 rtgf<br />

558

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