Контактное взаимодействие цилиндрических ортогональных оболочек

Abstract

The text in question deals with stress-strain analysis for technological operation of connection of two thin-wall constructions. The construction are modeled by two cylindrical shells. One of them is oriented in vertical direction, another - in horizontal. Horizontal shell is loaded by uniform internal normal pressure. The finite element method (FEM) is numerical one of solution. The FEM program complex COSMOS/M is mean of solution. The deformed shape of construction and plots of displacements and stress intensity is presented. It is shown that uniform pressure is unsuccessful for required technological conditions.