The natural frequencies and critical velocities of laminated circular
cylindrical shells with fixed-fixed ends conveying fluids are studied.
Equations of motion are derived by the Hamilton principle under the s
cope of the Mindlin-type first-order transverse shear deformable cylin
drical shell theory. Fluid pressure acting on the wall is obtained thr
ough the nonpenetration condition and the assumption of ideal flow. Dy
namic characteristic equations are then obtained under the assumption
of harmonic motion. Using linear superposition, the natural frequencie
s corresponding to each flow velocity are found by satisfying dynamic
characteristic equation and boundary conditions. Critical velocities a
re those where the natural frequencies vanish, wherein the static dive
rgence, i.e. buckling, occurs. Numerical examples are presented, in wh
ich the parameter studies include stacking angle, length-to-thickness
and radius-to-thickness ratios.