Slide
3
We
will now review the derivation and interpretation of the theory
of torsion of circular shafts. We start by looking at a small section
of length dx of a circular shaft under torsion. During twisting,
one end of the shaft will rotate about the longitudinal axis with
respect to the other end. The magnitude of this rotation is measured
in terms of the angle in radians by which one end rotates relative
to the other. This is called the Angle of Twist.
It can be seen that the line ab, which was initially horizontal,
rotates through an angle gamma, and moves to the line ab.
Here d phi is the angle of twist. The shear strain, gamma is the
angle between ab and ab'. It is found by the distance bb' divided
by the distance ab. Using geometry, the arc length rho*d phi equals
gamma*dx. Thus we can write the strain as gamma = rho d phi over
dx. Let's assume that we are dealing with a shaft of uniform cross
section and materials, thus the total twist, phi over a length L
is simply phi=L times the slope of twist, d phi dx. Combining the
third and fourth equations we get the final equation, giving the
relation of shear strain to twist (phi), radial distance (rho),
and shaft length (L). Note that all the relations here, are based
solely on the geometry of the circular shaft. Hence they are valid
for any type of material. This is not so in what follows, the calculation
of stresses based on linear elastic material behavior.
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