CALCULATION OF THE STABILITY OF A PLANE BENDING OF BEAMS WITH A VARIABLE CROSS-SECTIONAL WIDTH-Reference-Cited by-同舟云学术

CALCULATION OF THE STABILITY OF A PLANE BENDING OF BEAMS WITH A VARIABLE CROSS-SECTIONAL WIDTH

Published:2021-06-02 Issue:2 Volume:9 Page:41-45
ISSN:2308-0191
Container-title:Construction and Architecture
language:en
Short-container-title:

Author:

Yazyev Serdar¹

Affiliation:

1. Don State Technical University

Abstract

The article proposes a technique for calculating the side buckling of beams of variable rectangular section based on the energy method. This method is considered on the example of a two-section cantilever beam of variable width under the action of a concentrated force. The twist angle function was set in the form of a trigonometric series. As a result, the problem is reduced to a generalized eigenvalue problem.

Publisher

RIOR Publishing Center

Subject

Industrial and Manufacturing Engineering,Polymers and Plastics,Business and International Management

Reference10 articles.

1. Karamisheva A. A., Yazyev S. B., Avakov A. A. Calculation of plane bending stability of beams with variable stiffness //Procedia Engineering. – 2016. – Т. 150. – С. 1872-1877., Karamisheva A. A., Yazyev S. B., Avakov A. A. Calculation of plane bending stability of beams with variable stiffness //Procedia Engineering. – 2016. – T. 150. – S. 1872-1877.

2. Lapina A. et al. Calculation of beams with corrugated wall on the stability of a flat bending shape //E3S Web of Conferences. – EDP Sciences, 2019. – Т. 97. – С. 04067., Lapina A. et al. Calculation of beams with corrugated wall on the stability of a flat bending shape //E3S Web of Conferences. – EDP Sciences, 2019. – T. 97. – S. 04067.

3. Yazyev S. et al. Side busking of the cantilever beam with narrow rectangular cross section //E3S Web of Conferences. – EDP Sciences, 2019. – Т. 97. – С. 04066., Yazyev S. et al. Side busking of the cantilever beam with narrow rectangular cross section //E3S Web of Conferences. – EDP Sciences, 2019. – T. 97. – S. 04066.

4. Лапина, А.П. Cовершенствование энергетического метода в расчетах балок на устойчивость плоской формы изгиба / А. П. Лапина, А. С. Чепурненко, И. М. Зотов, Б.М. Языев // Вестник Волгоградского государственного архитектурно-строительного университета. Серия: Строительство и архитектура. – 2019. – № 4 (77). – С. 5-16., Lapina, A.P. Covershenstvovanie energeticheskogo metoda v raschetah balok na ustoychivost' ploskoy formy izgiba / A. P. Lapina, A. S. Chepurnenko, I. M. Zotov, B.M. Yazyev // Vestnik Volgogradskogo gosudarstvennogo arhitekturno-stroitel'nogo universiteta. Seriya: Stroitel'stvo i arhitektura. – 2019. – № 4 (77). – S. 5-16.

5. Макушин В.М., Савельев Н.Г., Нгуен Ван Хунг. Устойчивость плоской формы полос при совместном действии поперечной и продольной нагрузки // Расчеты на прочность. – М.,1969, вып.14. – С.268-289., Makushin V.M., Savel'ev N.G., Nguen Van Hung. Ustoychivost' ploskoy formy polos pri sovmestnom deystvii poperechnoy i prodol'noy nagruzki // Raschety na prochnost'. – M.,1969, vyp.14. – S.268-289.