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

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1 I<br />

I<br />

I<br />

<strong>The</strong>rmal stresses in a a, flat radiator At. panel<br />

<strong>The</strong>-purpose <strong>of</strong> calculation'is to find a based on knoi~nE,<br />

a) Pure -bend. We sha~ll, derive the eqdation for the foi'ces <strong>of</strong>'<br />

elasticity in a rectangular plate.<br />

We know that if we heat a free- quadratlic rectangular plate so<br />

that the temperature through the *thickness will vary accor~ding to<br />

'linear law, <strong>and</strong> -in the plane parallel to the: plail~es surface the<br />

:temperature, ~wi-rl, -be--constant, i eformat-ion- -<strong>of</strong>--the- -layers- -re-at-i-ye- itothe~<br />

middle surface will be A'- :ric <strong>and</strong> thmiddle surfac?- will<br />

have the shape <strong>of</strong> a spher~e,. *<br />

A similar character <strong>of</strong> plate deformation is obtained when<br />

distributed bending moments are applied along, the <strong>of</strong>'a odees free<br />

plate.<br />

In those cases the bend <strong>of</strong> the plate iic two.mutuanly perpedicularle<br />

directions will be a pure bend similar to the bend <strong>of</strong> a prismatic<br />

rod in accordance with therhypothesis <strong>of</strong> the preservation <strong>of</strong> a twodimensional<br />

shape for the- cross sec~tions <strong>and</strong> their rotation relative<br />

to the neutral adxis <strong>and</strong> their normality to the elastic curve during<br />

bend. This case is well known; thereforen, we shall begin- with it.<br />

Let us examine the bend <strong>of</strong> a plate by distributed bending<br />

moments applied along the contour.<br />

I !<br />

Let the xy plane be combined with the middle surface <strong>of</strong> the<br />

plate until to its te &is deformation.<br />

nutrl. nd heirnoraliy <strong>The</strong> x- <strong>and</strong> t y-axes, th will be-directed,<br />

*s credrn<br />

as shown in Fig. ch.5, along its edges. <strong>The</strong> upward dir6etion is I<br />

bed<br />

i hscs elkon teeoe esal bgnwthit<br />

taken as th~e positive direction <strong>of</strong> the z-axis. Through ff W&<br />

designate the bending moment per unit length acing along the edges<br />

parallel to the y-axis. Moments will be positive if they are directed,<br />

as shown in drawing, i.e., compression occurs on the upper surface<br />

<strong>of</strong> the plate <strong>and</strong> extension on the lower. <strong>The</strong> thickness <strong>of</strong> the plate.<br />

n<br />

i

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