Tensile Test of Slip Ring - Working out Tensile Strength

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The discussion focuses on the tensile testing of slip rings using an old technique from BS HC 403:1977. The method involves creating a slit in the ring and applying tensile force while ensuring the slit is perpendicular to the force direction. The formula for calculating tensile strength is provided, with specific variables defined. A key question arises regarding the derivation of the force equation, F = 3P((D/t) - 1), and how it relates to the standard stress formula S = F/A. Clarification on the original formula's derivation is sought to understand its application in tensile strength calculations.
Delvaurius
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All,

Through work, I've recently been tasked with investigating a very old tensile test technique, according to BS HC 403:1977 (now withdrawn).

Essentially, you take a ring. Anywhere along it you make a slit all the way through. You then pull that ring in a tensile machine, ensuring that the slit is perpendicular to the direction of force.

The standard then states, to work out the tensile strength, use the equation:

S = (3*P*((D/t)-1)) / b*t

S = Stress, P = Load, D = Outer Diameter, t = radial thickness, b = width.

Now I get the whole thing over (b*t) where b*t is the cross sectional area of the ring, meeting S=F/A.

How is Force = 3P((D/t) - 1) derived?

Thanks for any help!
 
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In your converted formula F = P; instead, you should be seeking the derivation of the original formula as stated.
 
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