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

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Altat 10o/cp + Atc to &tcp±+A4t,<br />

where At is the gradient occurring on the neutral surface <strong>of</strong> the<br />

cp<br />

panel as a result <strong>of</strong> its heating. <strong>The</strong>rmal strain is<br />

-=a.--aAtCP<br />

+ aAtc.<br />

<strong>Stress</strong>es in the panel a 0 0, since e = st + cy = Ct. <strong>The</strong> shape <strong>of</strong><br />

the panel after warmup is shown in Fig. 4.18b by dashes.<br />

<strong>The</strong> limiting value <strong>of</strong> thermal stresses is found if the panel<br />

is rigidly fixed. <strong>The</strong>n if we examine surface a,<br />

-!, y= aAt '- a~tc. (413<br />

<strong>Stress</strong><br />

Ealtcp<br />

I -•<br />

EaA~e<br />

0 -P)<br />

(4.13)<br />

For surface b<br />

EaAtcp!<br />

Epa9<br />

b) <strong>The</strong> bend <strong>of</strong> a free plate with an 4rbitrary law <strong>of</strong> temperature<br />

variation for the cross section (Fig. 4.19). <strong>The</strong> strained state<br />

<strong>of</strong> the plat. depends on the temperature gradient on its surface <strong>and</strong><br />

through its cross section. With a cumplex nonlinear law <strong>of</strong> temperature<br />

variation in the cross section, thermal stresses in a free plate<br />

will not be zero. <strong>The</strong> temperature gradient in the cross section<br />

At(z) t - to.<br />

461

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