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

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W/<br />

dr<br />

(2.48)<br />

"<strong>The</strong> sign is negative because with an increase in bend the slope<br />

angle decreases.<br />

A plate element removed from the central axis 0 - r a distance<br />

z is in a two-dimensional stressed state. <strong>The</strong> strains <strong>of</strong> this<br />

element (Fig. 2.118) are<br />

<strong>and</strong> the stresses<br />

Or<br />

1L'2<br />

9 E, -+ (2.49)~) 2.,<br />

<strong>The</strong>se stresses determine the supporting capacity <strong>of</strong> the plate.<br />

Let us find er <strong>and</strong> e . We shall examine the strain <strong>of</strong> the<br />

plate element.<br />

Figure 2.118 shows a plate element dr before <strong>and</strong> after strain.<br />

Thce normal which occupied position AB before plate deflection turns<br />

angle 0 <strong>and</strong> occupies position A'B' according to the hypothesis <strong>of</strong><br />

the invariability <strong>of</strong> the normal. <strong>The</strong> normal A 3 .B 1 turns angle<br />

e + dO. Segment CC 1 , located distance z from the middle surface in<br />

a radial direction, achieves elongation<br />

C1C' CC, - +(10-) z-d.<br />

<strong>The</strong> dimension <strong>of</strong> element CC1 before strain is dr. Thus, relative<br />

elongation <strong>of</strong> the plate In a radial direction is<br />

163<br />

Ai" -63

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