Email this article ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS
- Authors: Serazutdinov MN1, Ubaydulloyev MN1
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Affiliations:
- Ubaydulloyev Kazanskiy natsionalniy issledovatelskiy tehnologicheskiy universitet, Kazan
- Issue: No 1 (2013)
- Pages: 38-44
- Section: Articles
- URL: https://ogarev-online.ru/1815-5235/article/view/346688
- ID: 346688
Cite item
Abstract
The article presents the variational method for stress-strain state evaluation of ferro-concrete beam structures strengthening under load. The presented method allows us to con sider the changes of cross sectional sizes, existence of repair stresses, tension imposing, resulting from the reinforcement of a structure. The calculation results illustrating features of tension of the strengthened ferro-concrete construction were given.
About the authors
M N Serazutdinov
Ubaydulloyev Kazanskiy natsionalniy issledovatelskiy tehnologicheskiy universitet, Kazan
Email: office@kstu.ru
д-р физ.-мат. наук, профессор
M N Ubaydulloyev
Ubaydulloyev Kazanskiy natsionalniy issledovatelskiy tehnologicheskiy universitet, Kazan
Email: office@kstu.ru
канд. техн. наук, доцент
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