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A solution to a state of plane stress and a solution to a state of generalized plane stress of transversely isotropic, moderately thick plates in cylindrical coordinates are proposed. The solutions are derived from a generalized Elliott's solution which includes five potential functions. Expressions for components of displacement and stress in the solutions are presented in referring to non-axially symmetric problems of transversely isotropic, moderately thick circular or annular plates. As an application of the solutions, an axi-symmetric bending of a transversely isotropic, moderately thick circular plate subjected to a partial load is analyzed.

SOLUTIONS TO STRETCHING AND BENDING OF TRANSVERSELY ISOTROPIC, CIRCULAR THICK PLATES AND THEIR APPLICATION