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

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We integr'ate this equation once more:<br />

w; fL-j> .A dx±-<br />

0<br />

For long shells, if it is necessary to find the bend <strong>of</strong> the shell w<br />

<strong>and</strong> stress a, it is advisable to use the condition when x = L<br />

a<br />

w%(Z) = 0; we- obtain C_ M <strong>and</strong>, finally,<br />

.3<br />

0<br />

D<br />

Mj<br />

j 0 0<br />

• ¢•x dx= --%.<br />

(6. (5.32)<br />

<strong>The</strong> next integration leads to the result<br />

jo - - w.dx-j- C 4 .<br />

For a long shell it<br />

is advisable to find C4 from the condition when<br />

x = w(l) 0. <strong>The</strong>n C4= S dX <strong>and</strong><br />

- x<br />

SWo=-J wx"t ± wdx-- ( w'xdx-- iW:!x). (5.33)<br />

<strong>The</strong> solution to equation (5.33) should be reached by the method<br />

<strong>of</strong> successive approximation.<br />

For the initial equation we can take<br />

any function which satisfies the boundary condition when x = 0<br />

w0 = -6; when x = I w = 0. Usually a rectilinear function is used.<br />

After two or three appro&imations a sufficiently accurate value<br />

for d'eflection w 0 is usually obtained.<br />

552

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