Question: For the elliptical hole problem in Example 12.5, show that by letting m = 0, the stress results will reduce to those of the circular

For the elliptical hole problem in Example 12.5, show that by letting m = 0, the stress results will reduce to those of the circular hole problem given in Example 12.4.

Data from example 12.5


Similar to the previous example, we now investigate the localized thermal stresses around a traction- free

1 I I I 1 I 1 1 I I 1 I 1 T b ------- Ic 19 1 I I 1 " 1

As discussed in Chapter 10, conformal mapping provides a very useful tool for this type of problem, and the

Again, this temperature field creates a dislocation in the displacement. Following similar steps as in Eqs.

p de  = Eaqa 2kh(0) op Using relations (10.7.5), the stresses in the C-plane become Eaqa 2kh(0) f= tpe = Y(S)

with h(0) = [p* - 2p cos20 + 1]. On the surface of the crack (p = 1), the hoop stress becomes Je (1,0) Exqa 3

Data from example 12.4

We now investigate the localized thermal stresses around a traction-free circular cavity in a plane of

which yields the actual temperature field T(r,0) = 71 (r. (12.8.20) This solution can also be determined

with  (1 + k)k Using our previous polar coordinate stress combinations (10.2.12), we find or +00= Eaqa kr

I ITTtit AY a LI 1 X

Similar to the previous example, we now investigate the localized thermal stresses around a traction- free elliptical hole (with semiaxes a and b) in a plane of infinite extent, as shown in Fig. 12.6. The thermal loading is again taken to be a uniform heat flow q in the vertical direction, and the hole is to be insulated from heat transfer. The plane stress solution to this problem again comes from the work of Florence and Goodier (1960), who solved the more general case of an ovaloid hole with heat flow at an arbitrary angle. This problem is solved by complex variable methods employing conformal transformation (see Section 10.7).

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