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Chapter 10 Torsion Tests

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Mechanical properties in torsion<br />

• Consider a cylindrical bar subjected to a torsional moment at one end.<br />

• The twisting moment is resisted by shear stresses set up in the cross<br />

section of the bar. (zero at centre, max at surface)<br />

M<br />

T<br />

= = r a<br />

∫<br />

∫ dA<br />

r=<br />

0<br />

τ<br />

τrdA<br />

=<br />

r<br />

∫<br />

o<br />

a<br />

r<br />

2<br />

dA<br />

r<br />

But is the polar moment<br />

of inertia of the area with respect<br />

to the axis of the bar. Thus,<br />

2<br />

M<br />

T<br />

τ J<br />

= , or τ =<br />

r<br />

M<br />

J<br />

T<br />

r<br />

Eq.3<br />

Eq.2<br />

Where ττττ = shear stress, Pa<br />

M T = torsional moment, Nm<br />

r = radial distance measured<br />

from centre of bar, m<br />

J = polar moment of inertia, m 4<br />

<strong>Torsion</strong> of a solid bar<br />

Suranaree University of Technology May-Aug 2007<br />

Tapany Udomphol

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