Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Bakhtiyar, Khusanov"'
Autor:
Barno Rikhsieva, Bakhtiyar Khusanov
Publikováno v:
E3S Web of Conferences. 383:04091
The process of shear interaction of an underground pipeline with soil is numerically modeled in a one-dimensional statement. The main attention is paid to the behavior of soil around the pipeline. The deformation characteristics of the pipeline are i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a2d61dcf94442e6175084075f5226d8
https://doi.org/10.1051/e3sconf/202338304091
https://doi.org/10.1051/e3sconf/202338304091
Publikováno v:
AIP Conference Proceedings; 10/20/2022, Vol. 2637 Issue 2, p1-10, 10p
Autor:
Bakhtiyar Khusanov, Barno Rikhsieva
Publikováno v:
2021 Dynamics of Systems, Mechanisms and Machines (Dynamics).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fcb67d61ffe11829486b5b93a8e1217
https://doi.org/10.1109/dynamics52735.2021.9653697
https://doi.org/10.1109/dynamics52735.2021.9653697
Publikováno v:
V International Scientific and Technical Conference «Mechanical Science and Technology Update».
Рассматривается распространение волн в упругом цилиндрическом теле, взаимодействующем с внешней движущейся абсолютно недеформируемо
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12197e535b8074252b1a5fcb63f2232f
https://doi.org/10.25206/978-5-8149-3246-4-2021-89-95
https://doi.org/10.25206/978-5-8149-3246-4-2021-89-95
Autor:
Bakhtiyar Khusanov, Barno Rikhsieva
Publikováno v:
Journal of Physics: Conference Series. 2131:032093
A soil layer behaviour under the shear interaction of an underground structure with soil is studied. Structural failure is considered under conditions of strained soil, and complete cohesion is assumed at the underground structure-soil contact bounda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22b90c2b1d0434d4026dbc0f6c662885
https://doi.org/10.1088/1742-6596/2131/3/032093
https://doi.org/10.1088/1742-6596/2131/3/032093
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 962:032021
Based on existing data of experimental studies of underground structure-soil interaction, a condition for boundary interaction between the underground pipeline and soil was developed. The proposed condition (a model) of interaction at the contact bou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::360f3a9b95c8e431cbe0c8808229c288
https://doi.org/10.1088/1757-899x/962/3/032021
https://doi.org/10.1088/1757-899x/962/3/032021
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 971:042036
The unsteady-state axisymmetric problem of longitudinal interaction of a cylindrical body with external elastic medium is considered in the paper. The condition of Coulomb friction is accepted at the contact boundary. The solution is implemented by t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::094bf0cb980c15aa857fc760b9ae2c5e
https://doi.org/10.1088/1757-899x/971/4/042036
https://doi.org/10.1088/1757-899x/971/4/042036
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 883:012038
The results of numerical solutions of an axisymmetric two-dimensional problem of a rigid underground pipeline interaction with elastic-viscous-plastic soil are presented. The pipe-soil interaction begins when the underground pipeline moves in an axia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::492e8df4f280ca1abe2d50ee300d7913
https://doi.org/10.1088/1757-899x/883/1/012038
https://doi.org/10.1088/1757-899x/883/1/012038
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 883:012023
This paper is devoted to the development of a method for determining longitudinal stresses in underground pipelines under periodic dynamic load, taking into account the complex process of pipe-soil interaction. The method is based on the solution of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2740ddbe5e2b663b56c8978ef69065fa
https://doi.org/10.1088/1757-899x/883/1/012023
https://doi.org/10.1088/1757-899x/883/1/012023
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 869:052008
The paper presents the results of numerical solution obtained by the modified finite difference method according to the Wilkins scheme, to a two-dimensional unsteady-state problem of the plane shock wave propagation in an underground elastic pipeline
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a86546c0816fae2a8167d6e631f577c
https://doi.org/10.1088/1757-899x/869/5/052008
https://doi.org/10.1088/1757-899x/869/5/052008