Email this article Stability of elastoplastic thin-walled structures in implementation of complex processes of combined deformation
- Authors: Okhlopkov N.L1, Cheremnykh S.V1
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Affiliations:
- Tver State Technical University
- Issue: Vol 9, No 2-4 (2015)
- Pages: 109-114
- Section: Articles
- URL: https://journals.rcsi.science/2074-0530/article/view/67168
- DOI: https://doi.org/10.17816/2074-0530-67168
- ID: 67168
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Abstract
In this article the problem of bifurcation of the thin-walled circular cylindrical shell under compound deformation in the moment of loss of stability is being considered. Undercritical loading is compound. It is full failed by means of axial compressing force and torque moment in the deviatoric plane A.A. Ilyushin. The condition of the incompressibility of material and the condition of the uniformity of the stressed state in the shell till the moment of loss of stability are used. The problem is solved in geometrically linear setting.
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##article.viewOnOriginalSite##About the authors
N. L Okhlopkov
Tver State Technical UniversityDr.Eng., Prof.
S. V Cheremnykh
Tver State Technical University
Email: stepan_1986@bk.ru
+7(4822) 52-63-63
References
- Зубчанинов В.Г. Устойчивость и пластичность. Т. 1. Устойчивость / В.Г. Зубчанинов. - М.: Физматлит, 2007. - 448 с.
- Зубчанинов В.Г. Математическая теория пластичности: Монография / В.Г. Зубчанинов. - Тверь: ТГТУ, 2002. - 300 с.
- Зубчанинов В.Г. Экспериментальная пластичность: Монография. Книга 1. Процессы сложного деформирования / В.Г. Зубчанинов, Н.Л. Охлопков, В.В. Гараников. - Тверь: ТГТУ, 2003. - 172 с.
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