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Analytical and Numerical Investigation of a Nonlinear Nanobeam Model

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Abstract

Purpose

This article investigates the mechanical behavior of a nonlinear nanobeam subjected to static and dynamic loading conditions using a nonlinear model that incorporates analytical and finite-element methods, and the non-local strain gradient theory.

Methods

The study derives the equation of motion for the nanobeam using Hamilton’s principle and establishes dimensionless parameters. The deflection of the nanobeam under static loading conditions is analyzed using the Galerkin method, while the time-dependent nonlinear equation is obtained using the same method under initial conditions. The natural frequency and nonlinear frequency of oscillation are determined using the method of multiple scales. The forced vibrations of the nanobeam are analyzed using the multiple scale method, and the amplitude and phase of oscillation are determined.

Results

The study examines the convergence of the finite-element method, and a comparison is made between the outcomes of two analytical and numerical methods. It investigates the role of non-local and length scale parameters on static and vibration behavior, and compares classical, non-local, and non-local strain gradient theories.

Conclusion

The results reveal that the non-local strain gradient theory demonstrates a combined softening and stiffening behavior, dependent on the dimensions of the structures, with the boundary between the two regions displayed in the results.

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Data Availability

The datasets utilized to generate the graphs and results in the current study can be acquired directly from the numerical and analytical simulation of the associated mathematical equations presented in the manuscript. The datasets generated during and/or analyzed during the current study are available from the corresponding author on reasonable request.

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Correspondence to Mahdi Mojahedi.

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Mojahedi, M. Analytical and Numerical Investigation of a Nonlinear Nanobeam Model. J. Vib. Eng. Technol. 12, 3471–3485 (2024). https://doi.org/10.1007/s42417-023-01058-5

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  • DOI: https://doi.org/10.1007/s42417-023-01058-5

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