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Large Deflections of Beams, Arches and Panels in an Elastic Medium with Regard to Deformation Shifts


Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

The supercritical bending of arches in an elastic medium loaded with a lateral distributed load or concentrated force, including arches obtained by pre-bending by means of compressing a beam, is investigated. A resolving nonlinear equation is obtained, its analytical solution and numerical solutions are given.

Авторлар туралы

I. Mukhamedova

Kazan State University of Architecture and Engineering Institute of Building

Email: faritbox@mail.ru
Ресей, ul. Zelenaya 1, Kazan, 420043

R. Kayumov

Kazan State University of Architecture and Engineering Institute of Building; Institute of Aviation, Land Vehicles and Energetics

Хат алмасуға жауапты Автор.
Email: kayumov@rambler.ru
Ресей, ul. Zelenaya 1, Kazan, 420043; ul. K. Marksa 10, Kazan, 420111

B. Tazyukov

Institute of Computational Mathematics and Information Technologies

Email: faritbox@mail.ru
Ресей, ul. Kremlyovskaya 35, Kazan, 420008

F. Shakirzyanov

Kazan State University of Architecture and Engineering Institute of Building

Хат алмасуға жауапты Автор.
Email: faritbox@mail.ru
Ресей, ul. Zelenaya 1, Kazan, 420043

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