Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Andreev Vladimir Igorevich"'
Publikováno v:
Vestnik MGSU, Iss 12, Pp 1326-1332 (2018)
Subject: one of the promising trends in the development of structural mechanics is the development of methods for solving problems in the theory of elasticity for bodies with continuous inhomogeneity of any deformation characteristics: these methods
Publikováno v:
Vestnik MGSU, Iss 4, Pp 17-26 (2016)
The article deals with the solution for the stress-strain state of a multilayer composite beam with rectangular cross-section, which is bended by normally distributed load. The intermolecular interaction between layers is accomplished by the contact
Publikováno v:
Vestnik MGSU, Iss 11, Pp 38-45 (2015)
Приведено решение одной из задач нелинейной теории упругости с учетом неоднородности. Задача решена в осесимметричной постановке, т.е.
Autor:
Andreev Vladimir Igorevich, Chepurnenko Anton Sergeevich, Yazyev Batyr Meretovich, Litvinov Stepan Viktorovch
Publikováno v:
Vestnik MGSU, Iss 7, Pp 17-24 (2015)
Получены разрешающие уравнения метода конечных элементов для расчета трехслойных оболочек с учетом ползучести среднего слоя. Внешние
Publikováno v:
Vestnik MGSU, Iss 5, Pp 16-24 (2014)
In the article the problem of bending of circular axially loaded flexible plate during creep was solved. The solution is reduced to a system of two nonlinear differential equations. These equations are suitable for arbitrary dependencies between tens
Publikováno v:
Vestnik MGSU, Iss 5, Pp 56-61 (2013)
The authors have employed analytical methods to identify the nature of dependence of the elastic modulus distribution over the thickness of a cylinder, loaded by internal pressure p , if the equivalent stress is the same in all points, according to M
Publikováno v:
Vestnik MGSU, Iss 1, Pp 101-108 (2013)
The problem of stability of polymer rods with account for creeping was resolved using the energy method customized by Tymoshenko and Ritz. Possible patterns of displacements were provided in the form of trigonometric series with undetermined coeffici
Publikováno v:
Vestnik MGSU, Iss 12, Pp 40-46 (2012)
The authors consider the central symmetric problem of the theory of elasticity of inhomogeneous bodies for thick-walled spheres exposed to the external pressure in a stationary temperature field. The essence of the inverse problem lies in the identif
Publikováno v:
Vestnik MGSU, Iss 10, Pp 95-101 (2012)
The problem of stability of a freely supported truncated circular conical shell, compressed by the upper base of a uniformly distributed load per unit length t, referred to the median shell surface and directed along the generatrix of the cone, was s
Publikováno v:
Vestnik MGSU, Iss 6, Pp 37-41 (2012)
In the paper, the authors provide the results of analysis of a real construction facility performed with the help of a model of a two-layer beam of variable rigidity resting on the elastic bedding. The bottom layer of a two-layer beam simulates the f