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Кудрявцев, Илья Владимирович
Гоцелюк, Ольга Борисовна
Митяев, Александр Евгеньевич
Демин, Вадим Геннадьевич
2018-02-07T07:27:33Z
2018-02-07T07:27:33Z
2017-02
Кудрявцев, Илья Владимирович. THE ANALYTICAL SOLUTION OF THE PROBLEM OF THE PURE BEND FOR SHELL MODEL OF THE THIN-WALLED BEAM WITH RECTANGULAR CROSS SECTION [Текст] / Илья Владимирович Кудрявцев, Ольга Борисовна Гоцелюк, Александр Евгеньевич Митяев, Вадим Геннадьевич Демин // International Journal of Pure and Applied Mathematics. — 2017. — Т. 113 (№ 1). — С. 151-165
13118080
http://www.ijpam.eu/contents/2017-113-1/14/14.pdf
http://elib.sfu-kras.ru/handle/2311/69737
The method of obtaining the private analytical solution of system of the non-linear differential equations in private derivatives for calculation the stress state thin-walled beams with rectangular cross section is offered. With use of the semi-return method of Saint- Venant the analytical solution which will be agreed with known to the expressions received on dependences of the theory of plates and shells is constructed. The comparative analysis of results received by finite elements method in Ansys and the offered method showed good convergence, allowed to reveal features of a stress state of beams at pure bend, and also to specify scopes of various types of finite elements.
beam
not axisymmetric cross section
thin-walled elements
plate
stress and deformed state
partial differential equation
method
semi-return method of Saint-Venant
analytical solution
THE ANALYTICAL SOLUTION OF THE PROBLEM OF THE PURE BEND FOR SHELL MODEL OF THE THIN-WALLED BEAM WITH RECTANGULAR CROSS SECTION
Journal Article
Journal Article Preprint
151-165
30.03.19
2018-02-07T07:27:32Z
10.12732/ijpam.v113i1.14
Политехнический институт
Институт космических и информационных технологий
Кафедра прикладной механики
Кафедра систем искусственного интеллекта
International Journal of Pure and Applied Mathematics
Q3


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