РОБОТА МЕТАЛЕВОГО ОДНОШАРОВОГО ЦИЛІНДРИЧНОГО СТЕРЖНЕВОГО ПОКРИТТЯ З ЖОРСТКИМИ ПІДКРІПЛЮЮЧИМИ ЕЛЕМЕНТАМИ

Abstract

In programmatic complex LIRA for the first time is carried out check of expediency of usage of single and double rigid stiffeners in a structure of metal one layer cylindrical core covering. On a concrete example the construction space certainly of element model and calculation of two versions of reinforced covering is executed. As a result of calculation under the obtained colour schemes of rendition are detected of regularity of distribution of longitudinal forces in members and tendency of arrangement of movements of knots on a surface of covering with both versions of reinforcement.