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Mathematical Support for The Study of Three-Layer Rods Under Spatial Loads

Shahzoda AnarovaTashkent University of Information Technologies, UzbekistanDavron ShokirovNamangan Engineering Construction Institute, UzbekistanOtabek AmanovOftoboy AmonovaTashkent University of Information Technologies, Uzbekistan
2024en
ABI

Аннотация

This article is devoted to the development of mathematical support (software) for the study of three-layer rods under spatial loads. Variations in kinetic and potential energy and the work of external volumetric and surface forces of a three-layer rod are determined. The Ostrogradsky–Hamilton principle was applied to determine the variation of kinetic and potential energy and the work of external volumetric and surface forces. A system of equations for a three-layer rod vibration with corresponding generalized initial and natural boundary conditions is obtained. The problem is solved for six unknowns. To solve it, the authors used the central finite-difference relations of the implicit scheme of the finite-difference method of the second-order accuracy, considering the features of the boundary and initial conditions. By setting specific boundary conditions, several practical problems can be solved. A methodology and computational algorithm for calculating static and dynamic deformation processes of spatially loaded three-layer rods are presented. The results were obtained under specific boundary conditions. All results obtained are presented in the form of graphs.

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