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

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Absolutely flexible membrane<br />

If a flexible plate has negligible riýidity during bend, if is<br />

called a membrane. In practice, these are flexible plates which<br />

have wo/h > 10. Let us examine a membrane having a rigid attachment'<br />

along the internal opening <strong>and</strong> loaded with pressure p (Fig. 5.61).<br />

A differential steady-state equation for the membrane is<br />

from system (5.102), assuming D = 0:<br />

obtained<br />

(r)''- _Ell62 •0_•pr_2<br />

r22 (5-.112)<br />

<strong>The</strong> angle <strong>of</strong> deflection for a section <strong>of</strong> the tightened i.ermbrane,<br />

with sufficient accuracy, can be expressed as<br />

0 =<strong>of</strong>. (5.113)<br />

We substitute this value into the first equation <strong>of</strong> system (5.112)<br />

<strong>and</strong> integrate it twice.<br />

<strong>The</strong> integration constants are found from the conditions:<br />

r = a Er = 0; when r = b r =0; we obtain<br />

when<br />

W Cb(i 1).2<br />

2<br />

Substituting the obtained result into the second equation <strong>of</strong> system<br />

(5.112), we obtain<br />

_-21- where a=-b<br />

<strong>and</strong> the dependence between load <strong>and</strong> bend in the center <strong>of</strong> the mew 1 branes<br />

626

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