Zobrazeno 1 - 10 of 19 pro vyhledávání: '"I. S. Balafendieva"'
1
Numerical study of non-linear deformation processes of reinforced concrete structures elements interacting with soils
Autor: I. S. Balafendieva, I. A. Galimullin, A. A. Notfullina
Publikováno v: IOP Conference Series: Materials Science and Engineering. 709:044025
In the framework of an approach based on the mechanics of a transforming structure, a method is proposed for calculating the deformation processes of elastoplastic reinforced structures interacting with soils of complex physical nature. The technique
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c33e54313f815b2a1e6ef52ac0836487
https://doi.org/10.1088/1757-899x/709/4/044025
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2
Numerical study of non-linear deformation processes of porous concrete
Autor: I. A. Galimullin, I. K. Bajtemirov, I. S. Balafendieva
Publikováno v: IOP Conference Series: Materials Science and Engineering. 709:044024
In the work, on the basis of the determining relations between the increments of the true stresses and strains, in the framework of the finite-element discretization of the computational domain, the method of solving geometrically and physically nonl
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d06393a0e5c579ea30e8b9ce41ae5225
https://doi.org/10.1088/1757-899x/709/4/044024
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3
Investigation of nonlinear deformation of solid and porous elements of three-dimensional structures
Autor: L R Sekaeva, D V Berezhnoi, I S Balafendieva, V V Miheev, N R Vildanova, E V Antonova
Publikováno v: Journal of Physics: Conference Series. 1158:022023
In this paper, a number of test problems for deforming three-dimensional bodies, made of solid and porous materials, are solved on the basis of the method for solving nonlinear problems of the mechanics of a deformable solid body based on defining re
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ae37d2a33ed5865646fbed74c0ced4da
https://doi.org/10.1088/1742-6596/1158/2/022023
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7
Numerical modeling for deformation of frictional connector elements during the process of creation and exploitation
Autor: D. V. Berezhnoi, I S Balafendieva, L. R. Fakhrutdinov, M.R. Shamim, Yingqian Xu, A. A. Sachenkov
Publikováno v: Journal of Physics: Conference Series. 1158:022024
In the framework of the geometrically nonlinear approach, to describe the deformation which is based on to the relationship between the increment of "true" stresses and strains, a static statement for elastoplastic three-dimensional structures which
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::c587ffc38ab03cfdd42254a3a876e6c1
https://doi.org/10.1088/1742-6596/1158/2/022024
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9
Modelling of deformation of underground tunnel lining, interacting with water-saturated soil
Autor: A A Sachenkov, I S Balafendieva, D V Berezhnoi, L R Sekaeva
Publikováno v: IOP Conference Series: Materials Science and Engineering. 158:012018
Built finite element method of calculating the deformation of underground tunnel lining, interacting with dry and water-saturated soils. To simulate the interaction between the lining and soils environments, including physical and non-linear, a speci
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f2caf7a9634110410ca3717a248c022c
https://doi.org/10.1088/1757-899x/158/1/012018
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10
Akademický článek
Numerical modeling of composite reinforcement with concrete.
Autor: T A Zinnurov, A A Piskunov, L G Safiyulina, O K Petropavlovskih, D G Yakovlev, D V Berezhnoi, I S Balafendieva
Publikováno v: Journal of Physics: Conference Series; 2019, Vol. 1158 Issue 4, p1-1, 1p
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