Engineering Optimization: Theory and Practice, Fourth Edition

(Martin Jones) #1
Problems 297

5.5 The shear stress induced along thez-axis when two cylinders are in contact with each
other is given by


τzy
pmax

= −
1
2




−

1

1 +

(z
b

) 2 +





2 −
1
1 +

(z
b

) 2






×


1 +

(z
b

) 2
− 2

(z
b

)




 (1)

where 2bis the width of the contact area andpmaxis the maximum pressure developed
at the center of the contact area (Fig. 5.21):

b=




2 F
π l

1 −v 12
E 1

+

1 −v^22
E 2
1
d 1
+

1
d 2




1 / 2

(2)

pmax=

2 F
π bl

(3)

Fis the contact force;E 1 andE 2 are Young’s moduli of the two cylinders;ν 1 andν 2 are
Poisson’s ratios of the two cylinders;d 1 andd 2 the diameters of the two cylinders, andl
the axial length of contact (length of the shorter cylinder). In many practical applications,

Figure 5.21 Contact stress between two cylinders.
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