Abstract
Analytical solutions are presented for the stresses in a shallow conical shell having a circular hole on its lateral surface. The shell which is closed at both ends, is subjected to a uniform axial tension and internal pressure balanced only by distributed transverse shear forces at the boundary of the hole. The method of analysis involves perturbations in parameters defining curvature and the cone angle of the shell (β and ϵ respectively). For small values of these parameters, significant membrane and bending stresses are obtained retaining terms of order of β2 and ϵ2.
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