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Stability of a compressed-tensioned rod of variable cross-section with combined loading

https://doi.org/10.21822/2073-6185-2023-50-4-191-196

Abstract

Objective. The purpose of the study is to determine the stability of a straight rod of variable cross-section under combined axial loading. Method. The longitudinal bending of the rod is described by the classical theory using Bernoulli’s hypothesis, and the critical forces are determined from the Euler problem with appropriate assumptions. Result. An algorithm for a numerical method for solving the problem of determining the eigenvalues of the differential equation for longitudinal bending of a rod is proposed. External loads are considered “dead”. The functions of changing the variable cross-sectional area, variable stiffness and distributed load are considered given. The curved axis of the rod after bifurcation is described using a linear ordinary differential equation. Conclusion. The implementation of the numerical method was carried out by the finite difference method using numerical methods and modern computer software.

About the Authors

H. P. Kulterbaev
North Caucasus Federal University
Russian Federation

Husen P. Kulterbaev - Dr. Sci. (Eng), Prof., Leading Researcher.

1 Pushkina St., Stavropol 355017



M. M. Payzulaev
Daghestan State Technical University
Russian Federation

Magomed M. Payzulaev - Cand. Sci. (Eng), Assoc. Prof., Head of the Department Resistance of Materials, Theoretical and Construction Mechanics.

70 I.Shamil Ave., Makhachkala 367026



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Review

For citations:


Kulterbaev H.P., Payzulaev M.M. Stability of a compressed-tensioned rod of variable cross-section with combined loading. Herald of Dagestan State Technical University. Technical Sciences. 2023;50(4):191-196. (In Russ.) https://doi.org/10.21822/2073-6185-2023-50-4-191-196

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ISSN 2073-6185 (Print)
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