The paper shows the issue of determining the limiting load for the circular three-layer plate the middle layer of which is reinforced with four layers of fibers in the main directions. The inner contour of the plate is freely supported, and the outer one is fixed. It is shown that the plate is divided into five circular zones, in each of which various plastic states occur. Static fields of moments are determined, equations for unknown radii between plastic zones are found, as well as equations for determining the support reaction and the limiting load
A statement is given for the boundary value problem of non-axisymmetric deformation of an elastic th...
The main objective of this work is the numerical analysis of the strength and stiffness of an annula...
A theoretical solution is presented for the variation of collapse load with changes in geometry of a...
Within the model of an ideal rigid-plastic body the limit behavior of the hybrid composite circular ...
The problem considered in the title is solved in the paper. The algebraic equations for the moment f...
The limit load carrying capacity of functionally graded materials (FGM) circular plates subjected to...
The article discusses a method for calculating three-layer plates, in which a lightweight viscoelast...
The formulation of the boundary value problem of axisymmetric deformation of circular elastic steel ...
The effect of circular, annular and linear uniformly distributed axisymmetric loads on a round three...
Today, the development of the general theory of quasi-static deformation of three-layer structural e...
Here is the formulation of the boundary value problem on the bending of an elastoplastic three-layer...
This project provides a fundamental study for the responses of thin circular composite plates subjec...
The general solution of a problem of the limit behavior and dynamic bend is obtained for the perfect...
An upper bound functional which attains its minima at collapse of thin laterally loaded plates is fo...
In this study, an analysis of fiber reinforced, symmetrically laminated composite plates containing ...
A statement is given for the boundary value problem of non-axisymmetric deformation of an elastic th...
The main objective of this work is the numerical analysis of the strength and stiffness of an annula...
A theoretical solution is presented for the variation of collapse load with changes in geometry of a...
Within the model of an ideal rigid-plastic body the limit behavior of the hybrid composite circular ...
The problem considered in the title is solved in the paper. The algebraic equations for the moment f...
The limit load carrying capacity of functionally graded materials (FGM) circular plates subjected to...
The article discusses a method for calculating three-layer plates, in which a lightweight viscoelast...
The formulation of the boundary value problem of axisymmetric deformation of circular elastic steel ...
The effect of circular, annular and linear uniformly distributed axisymmetric loads on a round three...
Today, the development of the general theory of quasi-static deformation of three-layer structural e...
Here is the formulation of the boundary value problem on the bending of an elastoplastic three-layer...
This project provides a fundamental study for the responses of thin circular composite plates subjec...
The general solution of a problem of the limit behavior and dynamic bend is obtained for the perfect...
An upper bound functional which attains its minima at collapse of thin laterally loaded plates is fo...
In this study, an analysis of fiber reinforced, symmetrically laminated composite plates containing ...
A statement is given for the boundary value problem of non-axisymmetric deformation of an elastic th...
The main objective of this work is the numerical analysis of the strength and stiffness of an annula...
A theoretical solution is presented for the variation of collapse load with changes in geometry of a...