“…where u x , u θ and u z are, respectively, the x-, θ -and z-components of the displacement vector u of a point (x, θ , z) in the shell at time t, and u and w are, respectively, the x-and z-displacement components of the corresponding point (x, θ , 0) on the shell middle surface at time t. Note that u θ is identically zero and there is no dependence on θ for all kinematic and kinetic quantities in such an axisymmetric problem (e.g., [11,14]), which differ from those in general deformations of circular cylindrical shells (e.g., [37,40]). From Eq.…”