Abstract
Based upon an extension of the theory of a bar on an elastic foundation, a simple approximate solution is given in closed form for the analysis of the stresses and strains in a thick-walled cylinder loaded either internally or externally by an axially symmetrical system of forces. The analysis avoids the tedious computation of stresses inherent in exact solutions of this problem by the Fourier series or Fourier integral methods and is in a form which can easily be used by designers. The approximate solution for both semi-infinite pressure distributions and shorter bands of internal pressure are compared with the mathematically exact solutions and with experiment. Good agreement is found in all cases for external strains, while for internal strains the agreement is good except very close to the discontinuity in pressure. Since it is doubtful in practice that an abrupt discontinuity in pressure is often realized in such cases, the approximate solution may also be useful near this discontinuity. More important, however, is the fact that the effective stresses (based upon the distortion-energy theory of yielding), as determined both by the exact and approximate solutions, are in close agreement.