THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS

Cover Page

Abstract


The numerical analysis results of flexible cylindrical shells stability in static unsymmet- rical loading cases are given in the article. Geometrically nonlinear shell theory relations were used in computational model development. Equilibrium paths are derived using finite differ- ence energy method and arch-length continuation procedure. Some results of flexible shallow cylindrical square shells analysis with various non-uniform out-of-plane load types are pre- sented in the article.

S I Trushin

Moskovskiy Gosudarstvenniy Stroitelniy Universitet, Moscow

Email: trushin2006@yandex.ru

E V Sysoeva

Moskovskiy Gosudarstvenniy Akademicheskiy Hudozhestvenniy Institute im. B.I. Surikova

Email: sev4279@yandex.ru

T A Zhuravleva

Moskovskiy Gosudarstvenniy Stroitelniy Universitet, Moscow

Email: zhuravleva.tata@gmail.com

Views

Abstract - 582

PDF (Russian) - 399


Copyright (c) 2016 Structural Mechanics of Engineering Constructions and Buildings