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290 Stress Concentration due to a Small Circular Hole in a Plate under Tension











        Using Eqs. (5.20.9), the boundary conditions (5.20.3) become


















        As &-»•<» , Eq. (5.20.10a) becomes 2A = -- , so that A = -- , Eq. (5.20.10b) becomes

            2
        6B b  = 0 so thatB = 0 and Eqs. (5.20.10 c) and (d) become







        Thus,





           Substituting these values into Eqs. (5.20.9) and superpose them onto the stress field given
        in Eq. (5.20.4), we obtain
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