Аннотация:For inhomogeneous elastic circular plates subjected to compressive loads in their plane, some problems for the stress-strain state of bending are considered. Our model takes into account the mechanical inhomogeneity of the plate in the transverse direction. The problem is considered for the axially symmetric case. Buckling behavior is characterized for both geometrically linear and nonlinear models. Numerical analysis is performed for a specific structure with the determining characteristic parameters describing technological conditions that cause intrinsic stresses.