Abstract
Abstract
The object of the study was a composite spatial rod structure of cylindrical shape with a coating in the form of a truncated cone. The cylindrical part of this structure was a regularly ordered rod lattice formed of flat regular hexagons. Blocks including linear and rotary springs were used to connect the rods of the polygons. The conical cover was a conventional frame-truss structure. The purpose of the study was to numerically analyze the stress-strain state of a spatial core structure under dynamic influence, taking into account the malleability of nodal connections. The finite element method in the form of a displacement method is used as a mathematical apparatus. Computational experiments have made it possible to design the design of the block for the nodal connection of the lattice rods. Using a full-scale model that included three sections of the grid, the kinematic parameters of the designed block of the nodal connection of the rods were studied.
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@article{Gaidzhurov2026Numerical,
title = {Numerical Analysis of the Stress-Strain State of a Spatial Core Structure, Taking into Account the Malleability of Nodal Joints},
author = {P. P. Gaidzhurov and Надежда Царитова and Elvira R. Iskhakova and Nikita A. Korchagin},
journal = {Structural Mechanics of Engineering Constructions and Buildings},
year = {2026},
doi = {10.22363/1815-5235-2026-22-2-115-128},
url = {https://doi.org/10.22363/1815-5235-2026-22-2-115-128}
}
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