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Re: [PSUBS-MAILIST] Sphere



david cutajar wrote:

I'd like to know a good source for spheres also. And
other than FEMA on a cad system (Solidworks etc.) I am
unsure how to acurately predict failure.

On a sphere, because of it's simple shape, I would
think that the falure calculation should be somewhat
simple. That is, without bulkheads probably.

-David Cutajar
From ABS Rules for building and classing underwater vehicles, systems and hyperbaric facilities:

****************

Section 6

23   Spherical Shells Under External Pressure

23.1   Shell Geometry

D       mean diameter
D_i    inner diameter
D_o   outer diameter
R_o   outer radius
t         shell thickness

23.3   General

The limit pressure for spherical shells is to be obtained from the following equation:

P_cs / P_ys = 0.7391 * [ 1 + ( P_ys / (0.3 * P_es ) ) ^ 2 ] ^ -1/2 for P_es / P_ys > 1 P_cs / P_ys = 0.2124 * P_es / P_ys for P_es / P_ys <= 1

where

P_ys = ( 2 * sigma_y * t ) / R_o
R_o = the nominal outside radius of the spherical shell
P_es = ( 2 / ( sqrt ( 3 * ( 1 - nu ^ 2 ) ) ) ) * E * ( t / R_o) ^ 2

The maximum allowable working pressure is given by:

P_a = P_cs * eta , where eta = 0.67.

****************

In the above equations, sigma_y, E and nu are the material properties: yield strength, elastic modulus and Poisson's ratio respectively.

Note that this will give you appropriate working pressure, and not crush depth as you asked, but hopefully this is useful.

-Sean





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