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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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