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


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详细

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.

作者简介

I. Mukhamedova

Kazan State University of Architecture and Engineering Institute of Building

Email: faritbox@mail.ru
俄罗斯联邦, ul. Zelenaya 1, Kazan, 420043

R. Kayumov

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

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Email: kayumov@rambler.ru
俄罗斯联邦, ul. Zelenaya 1, Kazan, 420043; ul. K. Marksa 10, Kazan, 420111

B. Tazyukov

Institute of Computational Mathematics and Information Technologies

Email: faritbox@mail.ru
俄罗斯联邦, ul. Kremlyovskaya 35, Kazan, 420008

F. Shakirzyanov

Kazan State University of Architecture and Engineering Institute of Building

编辑信件的主要联系方式.
Email: faritbox@mail.ru
俄罗斯联邦, ul. Zelenaya 1, Kazan, 420043


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