SOME MIXED PROBLEMS OF THE THEORY OF THE BENDING OF PLATES ON AN ELASTIC-FOUNDATION

Problem of the impression of one or two inclusions in the form of stiffener ribs into an infinite plate lying on an elastic foundation are studied. It follows from the properties of the kernels of the integral equations of these problems that their solutions have a non-integrable singularity /1/. By extending the method of "large lambda" /2/, an asymptotic solution is first constructed for the integral equation in two sections. The numerical analysis performed can be useful when designing the structural elements of airfield road and hydrotechnical structures as well as buildings on the surface of an ice cover.