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A numerical method for the analysis of the free vibration behavior of cantilevered thick cylindrical shells with skewed fixed end using the Rayleigh-Ritz approach is presented in this paper, together with some numerical results. The method is based on the three-dimensional coordinate system by considering rotating inertia and shear deformation. Numerical results are compared with the results of FEM approach, and the comparison shows the method presented in this paper to be useful for analyzing the free vibration of cantilevered thick cylindrical shells with skewed fixed end.

FREE VIBRATION ANALYSIS OF CANTILEVERED THICK CYLINDRICAL SHELLS WITH SKEWED FIXED END