Zobrazeno 1 - 10
of 10
pro vyhledávání: '"VLADIMIR I KOLCHUNOV"'
Autor:
Vladimir I Travush, Nikolay I Karpenko, Vladimir I Kolchunov, Semen S Kaprielov, Alexey I Dem’yanov, Alexey V Konorev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 1, Pp 51-61 (2019)
Aim of the research to verify the proposed calculating apparatus and accumulate new experimental data on the complex resistance of reinforced concrete structures, experimental studies of such structures made of high-strength concrete of circular and
Externí odkaz:
https://doaj.org/article/b7bfc8fe9fa1461184402a581f39d024
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 1, Pp 46-56 (2018)
The hypothesis of fracture mechanics is developed in the article and a universal short dual-console element is designed for reinforced concrete structures of buildings and structures. The proposed dual-console element is applicable to the evaluation
Externí odkaz:
https://doaj.org/article/d6e3b06740c047bd91b1074d789f0650
Autor:
Vladimir I. Kolchunov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 19, Iss 3, Pp 261-275 (2023)
Based on a comprehensive analysis of the experimental studies from the standpoint of their convergence with the theoretical solutions, the computational models of resistance (CMR) of reinforced concrete are proposed. These models include CMR1 - model
Externí odkaz:
https://doaj.org/article/49525b0e9e054f9383a2982a38a43622
Autor:
Vladimir I. Kolchunov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 18, Iss 6, Pp 525-533 (2022)
A variant of the numerical-analytical method in the nonlinear mechanics of reinforced concrete is proposed. Calculation models make it possible to take into account a number of important factors, such as discrete cracks, the effect of concrete discon
Externí odkaz:
https://doaj.org/article/fea868accd394e7faa67623e004191eb
Autor:
Vladimir I. Travush, Nikolay I. Karpenko, Alexey I Dem’yanov, Violetta S. Moskovtseva, Vladimir I. Kolchunov, Semen S. Kaprielov, Sergei A. Bulkin
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 4, Pp 290-297 (2020)
The aim of the work - experimental investigation on crack propagation and deformation in high-strength fiber reinforced concrete beams with round cross-sections under combined bending and torsion for the development of practical methods of crack resi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c659821f7d07bad5ea30431426c7307
https://doi.org/10.22363/1815-5235-2020-16-4-290-297
https://doi.org/10.22363/1815-5235-2020-16-4-290-297
Autor:
Nikolay I. Karpenko, Alexey V Konorev, Vladimir I. Travush, Vladimir I. Kolchunov, Alexey I Dem’yanov, Semen S. Kaprielov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 1, Pp 51-61 (2019)
Aim of the research to verify the proposed calculating apparatus and accumulate new experimental data on the complex resistance of reinforced concrete structures, experimental studies of such structures made of high-strength concrete of circular and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d622c9e51a31805188d7bc29e2ad3a65
http://journals.rudn.ru/structural-mechanics/article/viewFile/20718/16737
http://journals.rudn.ru/structural-mechanics/article/viewFile/20718/16737
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 4, Pp 261-270 (2019)
Aim of research - to continue the development of methods for determining the stress-strain state of rods during torsion using materials resistance methods. Methods. A new approach for determining tangential torsional stresses for arbitrary cross sect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d6474e98ec34661630e9e311ae2f1f9d
http://journals.rudn.ru/structural-mechanics/article/viewFile/21803/17257
http://journals.rudn.ru/structural-mechanics/article/viewFile/21803/17257
Autor:
Sergey Bulkin, Vladimir I. Kolchunov
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 17, Iss 3 (2021)
The developed design diagram of the ultimate resistance of reinforced concrete structures in bending with torsion of circular cross-sections most fully reflects the features of their actual exploitation. For a spatial crack of a diagonal large ellips
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1dbea7f8d23aa73e844a28ee1ec03498
https://ijccse.iasv.ru/index.php/ijccse/article/view/399
https://ijccse.iasv.ru/index.php/ijccse/article/view/399
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 6, Pp 37-44 (2017)
The results of experimental studies of reinforced concrete constructions at complex resistance to torsion with bending are shown in the article. The main purposes of the researches are detection of regularities and determination of deformation and cr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b9304b2610d93920a832399d5a6eda6
http://journals.rudn.ru/structural-mechanics/article/view/17280
http://journals.rudn.ru/structural-mechanics/article/view/17280
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 4, Pp 261-270 (2019)
Aim of research - to continue the development of methods for determining the stress-strain state of rods during torsion using materials resistance methods. Methods. A new approach for determining tangential torsional stresses for arbitrary cross sect
Externí odkaz:
https://doaj.org/article/c8ddff8102a248459779c9e630676013