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THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
- Authors: Trushin SI1, Sysoeva EV2, Zhuravleva TA1
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Affiliations:
- Moskovskiy Gosudarstvenniy Stroitelniy Universitet, Moscow
- Moskovskiy Gosudarstvenniy Akademicheskiy Hudozhestvenniy Institute im. B.I. Surikova
- Issue: No 2 (2013)
- Pages: 3-10
- Section: Articles
- URL: https://journals.rudn.ru/structural-mechanics/article/view/10833
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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.
About the authors
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
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