For the keyway section of Exercise 9.23, show that resultant stresses on the shaft and keyway boundaries

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For the keyway section of Exercise 9.23, show that resultant stresses on the shaft and keyway boundaries are given by:

Tabge=youa (200 4-1), shaft 4a cos Tkeyway = a(2a cos 0 - b)

Determine the maximum values of these stresses, and show that for b the maximum keyway stress is approximately twice that of the shaft stress. Finally, make a plot
of the stress concentration factor:

(Tmax) keyway (Tmax) solid shaft

versus the ratio b/a over the range 0 ≤ b=a ≤1: Note that τ,max(solid shaft) is the maximum shear
stress for solid shaft of circular section and can be determined from Example 9.1 or strength of
materials theory. Show that the stress concentration plot gives:

(T max) keyway (max) solid shaft -2 as b/a-0 thus indicating that a small notch will result in a doubling of

Data from exercise 9.23

A circular shaft with a keyway can be approximated by the section shown in the following figure. The keyway is represented by the boundary equation r = b, while the shaft has the boundary relation r = 2a cos θ. Using the technique of Section 9.4, a trial stress function is suggested of the form:

o = K(b - P) (1 2a cos r

where K is a constant to be determined. Show that this form will solve the problem and determine the constant K. Compute the two shear stress components τ,xz andτ,yz.

r = b y r 8 r = 2acos 8 X

Data from example

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