Influence of Inhomogeneity on the Stress State of the Hemisphere Under the Locally Distributed Vertical Load

There is a solution of the problem of stress-strain state determining in the radially inhomogeneous hollow concrete sphere. The inhomogeneity in this axisymmetric problem is induced by the temperature field. The problem reduces to a differential equation system with variable coefficients. The allowance for the variable Young's modulus lets to arrive to a more accurate solution.