Boundary value problem for the flexible axially loaded compound shells of revolution and beams systems

The effective algorithm of static calculation of geometrically nonlinear compound thin structures is offered. Linear differential equations of moment theory are used. Nonlinearity is considered by assigning unknown initial angular displacement of each segment retaining the form of the generating lin...

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Bibliographic Details
Main Author: E. Ya. Elenitsky
Format: Article
Language:English
Published: Samara State Technical University 2012-12-01
Series:Vestnik Samarskogo Gosudarstvennogo Tehničeskogo Universiteta. Seriâ: Fiziko-Matematičeskie Nauki
Online Access:http://mi.mathnet.ru/eng/vsgtu1191