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March 1, 2026SHILAP Revista de lepidopterologíaOpen Access

Stability of a column loaded with a follower force directed towards the negative pole, taking into account two stiffness discontinuities

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Key Points

This research aims to analyze the stability of a column subjected to a follower force, particularly considering changes in stiffness.
Mathematical modeling of a column under specific loading conditions
Analysis of the effects of stiffness discontinuities
Application of differential equations to assess stability
Identified critical points of instability influenced by follower force direction
Clarified the impact of stiffness changes on overall stability
Demonstrated conditions under which buckling may occur

Implication

Journal article examines column stability under a follower force in mathematical modeling, indicating practical implications.

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Cite This Study

Sebastian Uzny (2026) studied this question.

synapsesocial.com/papers/69ada836bc08abd80d5bb436 https://doi.org/10.17512/jamcm.2026.1.06

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Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

1Instability mechanism and failure mode identification of axially loaded CFST columns under lateral impact: A modified 2-DOF approachOriginal Research · 2026
2Buckling Loads of Variable Stiffness Columns Loaded by Top Load and Linearly and Parabolically Distributed Loading2024 · 7 citations
3Development of a general algorithm for solving the stability problem of anisotropic plates2024
4Static and Dynamic Stability Analysis of Thick CNT Reinforced Beams Resting on Pasternak Foundation Under Axial and Follower ForcesOriginal Research · 2021 · 1 citations
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