This paper presented an exact analysis of the axisymmetric bending of the transversely isotropic functionally graded circular plate under the elastically supported edge boundary condition.

The paper presents an analysis of the axisymmetric bending of a functionally graded circular plate under elastically supported boundary condition.

In this paper,the differential equation of axisymmetrical bending problems for circular plate with stepped thickness is derived by using generalized functions.

Based on the fundamental equations of three dimensional elasticity,the state equations for axisymmetric bending of laminated transversly isotropic circular plate are established,and an analytical solution for the problem is presented.

Based upon the fundamental equations of three dimensional elasticity, the state equation for axisymmetric bending of laminated transversely isotropic circular plate is established and the concentrated force on plate surface is expanded into Fourier_Bessel s series, therefore, an analytical solution for the problem is presented.

In order to improve the precise of stress and settlement in foundation,the Love displacement function on the axisymmetric problem of isotropic elastic half*.

In this paper, author carrys out the elasticity analysis on axisymmetric prob- lem with boundary element method, derives the foundamental solutions of axisymmetric problem, raises the rigorous solutions accuracy of elastic problem, and gives the exam- ple.

[1] and [2] and quotingδ-function into the present study,the state equation for the axisymmetric problem of thick continuous closed cylindrical shell is established.

Displacement function method of axisymmetrical problem withtransversely isotropic layers;