Расчет тонкостенной конструкции, состоящей из элементов гофрированных панелей

Abstract

The thin-walled structure lied in a soil is investigated. The reaction of the structure on the part of the external elastic filling (a soil) is considered in the scope of Gook’s law. General solutions of the governing equations describing the structure equilibrium are obtained. The substitution of the general solutions into the boundary and conduction conditions leads to the system of algebraic equations, which are solved by using the MAPLE software. The influence of the deposition depth of the structure on the stresses and moments is investigated.