9 Contact Stresses
9 Contact Stresses
9 Contact Stresses
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9.2 HERTZIAN CONTACT STRESSES 431<br />
cient of friction was 0.1 or greater, the point of maximum shear stress occurs on the<br />
contact surface rather than below it.<br />
Example 9.4 <strong>Contact</strong> Stress in Cylinders with Friction Consider two steel<br />
cylinders each 80 mm in diameter and 150 mm long mounted on parallel shafts<br />
and loaded by a force F = 80 kN (Fig. 9-7). The two cylinders (E = 200 GPa<br />
and ν = 0.29) are rotated at slightly different speeds so that the cylinder surfaces<br />
slide across each other. If the coefficient of sliding friction is µ = 1 3 , determine the<br />
maximum compressive principal stress σc, the maximum shear stress τmax, andthe<br />
maximum octahedral shear stress τoct.<br />
The value of the required quantities are obtained from Table 9-5 for µ = 1 3 ,<br />
(σc)max =−1.40(b/) (1)<br />
τmax = 0.435(b/) (2)<br />
τoct = 0.368(b/) (3)<br />
where b and are given by Eqs. (9.18a) and (9.18b) with with q = F/ℓ:<br />
1 − ν2<br />
= 2R<br />
E = 2(0.040)(1 − 0.292 )<br />
200 × 109 = 3.664 × 10 −13 m 3 /N (4)<br />
<br />
1/2 2F 2(80 × 10<br />
b =<br />
=<br />
ℓπ<br />
3 )(3.664 × 10−13 )<br />
= 0.3527 × 10<br />
0.150π<br />
−3 m<br />
= 0.3527 mm (5)<br />
b/ = 962.6MPa (6)<br />
Figure 9-7: Example 9.4.