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Дата публикации статьи в журнале: 2019/12/09
Название журнала: Восточно Европейский Научный Журнал, Выпуск: 51, Том: 4, Страницы в выпуске: 17-26
Анотация: The paper considers researches dealing with the stability of thin-walled open-profile bars. The widespread use of thin-walled bars in engineering constructions is resulted in a significant reduction in the weight of these systems. Considering the relevance of the given problem, the stability of nonlinear deformation to the central axis direction of the thin-walled bars has been investigated. The physical nonlinearity of the bar’s material, dependence of the normal tension in its cross-section on the relative linear deformation has been taken as the form of the dual cubic polynomial. An appropriate nonlinear differential complex equation for a single torsion angle has been composed for the determination of the normal and touching tensions at bar’s cuts in the non-free torsion of the longitudinal compression of the bar subjected to nonlinear deformations, and free touch tensions in free torsion towards the direction of the thickness of the bar. In order to use the small parameter method for the solution of this differential equation, the small parameter expression is composed of the elastic characteristics of the bar material. The solution line of the form of the nonlinear differential equation due to the small number of parameters is divided into differential equations, so that their solution is easily carried out. As a result, the expression of thinwalled bar’s tension is obtained in the third approximation.
Ключевые слова: Thin-walled bar nonlinear deformation open-profile deplanation non-free torsion bending curling moment curling moment sectorial field sustainability
Данные для цитирования: Sadigov I.R. , . THE STABILITY OF THIN-WALLED OPEN- PROFILE BARS WITHIN THE NONLINEAR ELASTIC DEFORMATION (17-26). Восточно Европейский Научный Журнал. Технические науки. 2019/12/09; 51(4):17-26.