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Subject Area

Mathematics and Engineering Physics

Article Type

Original Study

Abstract

This study introduces a computational approach that combines numerical and semi-analytical methods to solve tapered beams' nonlinear free vibration equation. The study employs a numerical approach that relies on the cubic B-spline collocation method and an approximation technique known as the Homotopy perturbation method to approximate the solution to the equation governing nonlinear large-amplitude free vibrations of tapered beams. The effect of vibration amplitude on the frequency of nonlinear vibrations is investigated. The next step is to look at different ways to get close to exact solutions across the whole range of oscillation amplitude. This will show how useful and easy the cubic B-spline collocation method is. According to this study, the mentioned approaches are characterized as efficient, simple, and highly accurate, leading to the prediction that the proposed method will find extensive application in engineering problems.

Keywords

Nonlinear vibration, Homotopy Perturbation Method, Tapered beams, Cubic B-Spline collocation method.

Creative Commons License

Creative Commons Attribution 4.0 License
This work is licensed under a Creative Commons Attribution 4.0 License.

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