For the problem in Fig. 14.5 with only internal pressure, show that the general stress field (14.2.6)

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For the problem in Fig. 14.5 with only internal pressure, show that the general stress field (14.2.6) reduces to relations (14.2.7).

Fig 14.5

Pi a od

Equation 14.2.6

or -n/2-n/2-2-k+n)/2 bk - ak + (au  a + 7)x (dz/(x+z)9z/up = !dz/uz/(x+2) ") z/(u+x_2_) z/u_97/u_t T) - - - -

Equation 14.2.7

or 0 Pia(2+k-n)/2 bk - ak  [p(2+k+n)/2 _ fkp(2k+n)/2] Pia(2+k-n)/2 [2 + kv-nv bk - ak k-n+2v (-2+k+n)/2 +

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