For the elliptical hole problem in Example 12.5, show that by letting m = 0, the stress

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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

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