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

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Computation <strong>of</strong> w'" is made in ,lines 27-30 <strong>of</strong> Table 5..3.<br />

Vc-; find the stresses, • •Q) in line 31 <strong>of</strong> Tale 5.3 computed<br />

accordifig to formula<br />

TX (Q)-3 ,Q =h- 2,59.ho0w";<br />

•,•<br />

~ Xx(Q) =_0,11 1 03l6W•'11.<br />

As is<br />

is;not. high.<br />

apparent from the •table, the value <strong>of</strong> shearing stress<br />

lr Ithe futur6 we shall 'disregard it. Generalized<br />

<strong>and</strong> the c6effici'ent ' "at <strong>of</strong>' S' safetyn =- MAI'<br />

Figure 5.24c shoys the obtained coefficients <strong>of</strong> safety <strong>and</strong><br />

stress curves in<br />

the shell.<br />

Analy.sib, <strong>of</strong> a cylindricil shell with variable<br />

parimeters<br />

arbitrary.<br />

Let us solve 'equation (5.7") for a shell whose parameters are<br />

<strong>The</strong> quantities E, h, a, At are given. All these quantý' es<br />

p can be variable. Find 09, )x, a (M), w.<br />

We shall examine a case when the left end <strong>of</strong> the shell has a<br />

r'igd attachment <strong>and</strong> the right is free (Fig. 5.24d). Let us assume<br />

V,.U che shell is long. It is possible by direct integration <strong>of</strong><br />

A.rffrential equation (5.7), witt allowance for boundary conditions,<br />

.Aliln a nonhomogeneous linenr integral equation <strong>and</strong> to solve<br />

Z.. im-ethod <strong>of</strong> successive approximation. Since equation (5.7)<br />

S348

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