Dynamic Stability of the Periodic and Aperiodic Structures of the Bernoulli-Euler Beams

The study analyzed the influence of periodic and aperiodic stiffness distribution for the four-element Bernoulli-Euler beam on the first two eigenfrequencies and the dynamic stability of the system. The influence of increasing the ratio of cross-sections of the analyzed elements was also analyzed. S...

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Bibliographic Details
Main Authors: J. Garus, J. Petrů, W. Sochacki, S. Garus
Format: Article
Language:English
Published: Polish Academy of Sciences 2024-04-01
Series:Archives of Metallurgy and Materials
Subjects:
Online Access:https://journals.pan.pl/Content/130947/PDF/AMM-2024-1-45-Garus.pdf
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Summary:The study analyzed the influence of periodic and aperiodic stiffness distribution for the four-element Bernoulli-Euler beam on the first two eigenfrequencies and the dynamic stability of the system. The influence of increasing the ratio of cross-sections of the analyzed elements was also analyzed. Significant differences were found in eigenfrequencies and dynamic stability. Using the variational Hamilton principle, the equation of motion was derived, on the basis of which the values of the eigenfrequencies were determined, and the transformation into the form of the Mathieu equation made it possible to determine the dynamic stability for the analyzed structures.
ISSN:2300-1909