Three-Dimensional Analytical Solution of Pivoted Slab on the Elastic Half-Space

摘要

Methods of analytical design of the sandwich slabs on the layered elastic half-space have been developed. Elastic moduli of the slab and half-space layars may be a function of the transversal coordinate. Navier boundary conditions are realized for the slab and half-space on a contour. A number of test comparisons is performed. The effect of allowance for transversal shear and reduction strains upon stress-strained state of the slab during its contact with the elastic half-space has been studied.