On the size dependent buckling of anisotropic piezoelectric cylindrical shells under combined axial compression and lateral pressure

Buckling of anisotropic piezoelectric cylindrical shells subjected to axial compression and lateral pressure is investigated based on the new modified couple stress theory and using the shear deformation theory with the von Kármán geometrical nonlinearity. By applying the principle of minimum potential energy, the governing equations and boundary conditions are derived. Unlike the classical continuum model, the present model is size-dependent, and the size effects are captured using the new modified couple stress theory. The critical buckling load is obtained for simply supported, clamped-simply supported and clamped piezoelectric cylindrical shells. A detailed numerical study is carried out to discuss the effects of different parameters, such as material length scale parameter, thickness ratio, length ratio, load interaction parameter and the external electric voltage on the critical buckling load. The critical buckling load is found to be significantly size-dependent, especially for large values of thickness and small values of length ratio. Besides, the influence of load interaction parameter is found to be negligible for large values of length and small values of thickness ratio. •The consistent modified couple stress theory are utilized to analysis the buckling of anisotropic piezoelectric cylindrical shell.•Buckling analysis of anisotropic piezoelectric cylindrical shell is developed under the axial compression and lateral pressure.•A detailed numerical study is carried out to discuss the effects of different parameters on the critical buckling load.