Email this article Large Deflections of Beams, Arches and Panels in an Elastic Medium with Regard to Deformation Shifts
- Authors: Mukhamedova I.Z.1, Kayumov R.A.1,2, Tazyukov B.F.3, Shakirzyanov F.R.1
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Affiliations:
- Kazan State University of Architecture and Engineering Institute of Building
- Institute of Aviation, Land Vehicles and Energetics
- Institute of Computational Mathematics and Information Technologies
- Issue: Vol 40, No 3 (2019)
- Pages: 321-327
- Section: Article
- URL: https://journals.rcsi.science/1995-0802/article/view/204116
- DOI: https://doi.org/10.1134/S1995080219030119
- ID: 204116
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Abstract
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.
About the authors
I. Z. Mukhamedova
Kazan State University of Architecture and Engineering Institute of Building
Email: faritbox@mail.ru
Russian Federation, ul. Zelenaya 1, Kazan, 420043
R. A. Kayumov
Kazan State University of Architecture and Engineering Institute of Building; Institute of Aviation, Land Vehicles and Energetics
Author for correspondence.
Email: kayumov@rambler.ru
Russian Federation, ul. Zelenaya 1, Kazan, 420043; ul. K. Marksa 10, Kazan, 420111
B. F. Tazyukov
Institute of Computational Mathematics and Information Technologies
Email: faritbox@mail.ru
Russian Federation, ul. Kremlyovskaya 35, Kazan, 420008
F. R. Shakirzyanov
Kazan State University of Architecture and Engineering Institute of Building
Author for correspondence.
Email: faritbox@mail.ru
Russian Federation, ul. Zelenaya 1, Kazan, 420043
