For the axisymmetric problem of Example 8.6, explicitly develop the displacement solution given by relation (8.4.5).

Data from example 8.6

Equation 8.4.5

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The first example to be investigated involves a hollow thick-walled cylinder under the action of uniform internal and external pressure loadings, as shown in Fig. 8.8. We shall assume that the cylinder is long and this problem may be modeled under plane strain conditions. Using the stress solution (8.3.8) without the log terms, the nonzero stresses are given by the form r = +B A 2+B g== (8.4.1)