The investigation is concerned with recangular plates with arbitrarily-distributed loads in the middle plane and different doundary conditions. The author has solved the problem of deformation of rectangular plates and identified their stressed-and-deformed state in pre- and supercritical stages under conditions of the theory of non-linear deformations with due regard for a wide range of boundary conditions and complex loading in the middle plane. The author has developed the procedures and software for solution of the problem of plate deformation in pre- and supercritical stages under conditions of the theory of non-linear deformations at a wide range of loading and support. The complex of FORTRAN programs has found application in the Khar...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
There the purposes are to create the mathematical software for the solution of boundary-value proble...
The distinctive paper is devoted to development of numerical methods of spatial plate-shell reinforc...
In the paper the balance, stability and overcritical deformation of plates and envelopes were invest...
The paper presents the methodology of determination of the stress di-stribution in post-critical sta...
The aim of the thesis is to derive the analytical equations for calculating the deformation of a rec...
Static problems of the bending theory for plates and envelopes from composition materials are consid...
The paper is concerned with multilayer shell structures. The aim is to develop the methods for inves...
In transport construction the reinforced structures such as heavy-wall and thin-wall slabs and plate...
Two variants of a refined theory for calculation of the rectangular orthotropic plates stress-strain...
The thesis deals with plate bending analysis and shell analysis in static linear and dynamic non-lin...
The development of mathematical models of thin elastic bodies, applicable to the determination of th...
Shapes of a square Kirchhoff plate with a clamped edge are obtained and analyzed, before and after l...
Shapes of a square Kirchhoff plate with a clamped edge are obtained and analyzed, before and after l...
Abstract: This work deals with the analysis of the mechanical bending behavior of a rectangular plat...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
There the purposes are to create the mathematical software for the solution of boundary-value proble...
The distinctive paper is devoted to development of numerical methods of spatial plate-shell reinforc...
In the paper the balance, stability and overcritical deformation of plates and envelopes were invest...
The paper presents the methodology of determination of the stress di-stribution in post-critical sta...
The aim of the thesis is to derive the analytical equations for calculating the deformation of a rec...
Static problems of the bending theory for plates and envelopes from composition materials are consid...
The paper is concerned with multilayer shell structures. The aim is to develop the methods for inves...
In transport construction the reinforced structures such as heavy-wall and thin-wall slabs and plate...
Two variants of a refined theory for calculation of the rectangular orthotropic plates stress-strain...
The thesis deals with plate bending analysis and shell analysis in static linear and dynamic non-lin...
The development of mathematical models of thin elastic bodies, applicable to the determination of th...
Shapes of a square Kirchhoff plate with a clamped edge are obtained and analyzed, before and after l...
Shapes of a square Kirchhoff plate with a clamped edge are obtained and analyzed, before and after l...
Abstract: This work deals with the analysis of the mechanical bending behavior of a rectangular plat...
The revolution shells and rectangular plates are investigated in the paper. The physical non-lineari...
There the purposes are to create the mathematical software for the solution of boundary-value proble...
The distinctive paper is devoted to development of numerical methods of spatial plate-shell reinforc...