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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.

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