Effect of fluid presence on the nonaxisymmetric dynamic response of buriedorthotropic cylindrical shells under a moving load

This paper deals with the nonaxisymmetric dynamic behavior of fluid-filled buried orthotropic cylindrical shells/pipes subjected to a load moving alon g the axis of the shell. A thick shell model including the effects of shear deformation and rotary inertia is considered. A perfect bond between the s hell and surrounding soil is assumed. The linear acoustic equation is used for the wave propagation in the fluid inside the pipe. Results are presente d for the axisymmetric as well as the flexural mode for different orthotrop y parameters of the shell and for different soil conditions around the pipe . Results of empty and fluid-filled shells are compared. The presence of fl uid inside the shell has small effect on the shell response. However, the d eformations in the fluid-filled shell are normally more than those in the e mpty shell. The difference in the displacements of empty and fluid-filled s hells is very small in flexural mode as compared to axisymmetric mode. The effect of fluid presence on the shell response is also influenced by the na ture of the surrounding soil.