Browsing by Author "Bosakov, S. V."

Now showing items 1-4 of 4

    • Calculation of foundation mesh slabs on an elastic layer 

      Bosakov, S. V.; Kozunova, O. (Колорград, 2020)
      In this work, the authors have developed the procedure for calculation of mesh slabs on an elastic base modeled by an elastic homogeneous isotropic layer affected by the external load. The history of development of calculations of structures on an elastic basis demonstrates that, due to the scientific and technical progress, methods for calculation of aforementioned structures ...
      2022-07-22

    • Development of the theory of computation of pivotally-connected beams on an elastic foundation taking into account their physical nonlinearity 

      Bosakov, S. V.; Kozunova, O. (Колорград, 2019)
      This work presents a brief review of the literature on the theory and technique of computation of pivotally-connected structures on a linearly-elastic foundation. The authors refer to the works of B.G.Korenev, G.Ya.Popov, I.A.Simvulidi, R.V.Serebryany and A.G.Yuryev, in which investigations for calculating the pivotally-connected beams and slabs on an elastic foundation are ...
      2020-10-08

    • A Ritz's method based solution for the contact problem of a deformable rectangular plate on an elastic quarter-space 

      Guenfoud, S.; Bosakov, S. V.; Laefer, D. F. (Elsevier, 2010)
      In this article, Ritz’s method is used to calculate with unprecedented accuracy the displacements related to a deformable rectangular plate resting on the surface of an elastic quarter-space. To achieve this required three basic steps. The first step involved the study of Green’s function describing the vertical displacements of the surface of an elastic quarter-space due to ...
      2018-09-13

    • Solving the spatial contact problem for the hinge joints of the beam support by the elastic quarter-space and one eighth of the elastic space 

      Bosakov, S. V.; Skachok, P. (Колорград, 2020)
      The article discusses the solution of the spatial contact problem arising when calculating a reinforced concrete rafter beam pivotally supported by concrete walls. The walls are modeled by the elastic quarterspace on the left and by one-eighth of the elastic space on the right. This contact problem is solved using the numerical method - the Zhemochkin method. For this purpose, ...
      2022-07-22