Buckling of a Transversal-Isotropic Spherical Segment under the Flat Base Load
In this paper the problem of the buckling of the transversal-isotropic segment of spherical shell with the different thicknesses under the influence of the load with a flat base is studied.The solution of this problem is based on the theory of the shell of moderate thickness by Paly-Spiro.This theory takes into account the influence of the cross se