Abstract
Purpose
A carbon nanotube-reinforced composite (CNTRC) beam resting on a Pasternak elastic foundation which consists of a Winkler spring and shear layer is investigated to obtain the bending, buckling, and free vibration responses using inverse hyperbolic shear deformation theory (IHSDT). The shear strain shape function is employed in this study to construct a nonlinear distribution of transverse shear stresses. The theory fulfills the traction-free boundary conditions on both the upper and lower surfaces of the beam, hence no shear correction factor is needed.
Methods
Hamilton’s principle is employed to derive the equation of motion and Navier’s solution technique is used to determining the closed-from solution for the CNTRC beam on the Pasternak foundation. To determine the material properties of CNTRC beams, the rule of mixture is used. In this study, various types of CNT reinforcement distribution are used such as uniform distribution (UD-Beam), X-Beam, O-Beam, and V-Beam.
Results
The deformation, stresses, critical buckling load, and natural frequencies of the simply supported CNTRC beam resting on the Pasternak elastic foundation are investigated using an analytical approach, that takes into account various length-to-thickness ratios, CNT volume fraction, CNT distribution, Winkler spring constant factor, and shear layer constant factor.
Conclusion
The present theory predicts the structural responses quite accurately compared to the available theories in the literature. Some new results are also included for the benchmark solutions for the new research.
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Data Availability
The authors can confirm that all relevant data are included in this article.
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Acknowledgements
The support of Science and Engineering Research Board (SERB), Department of Science and Technology (DST), India under grant number SPG/2021/001682 is acknowledged.
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ABB: Visualization, Methodology, Validation, Writing – original draft. RS: Conceptualization, Supervision, Writing – review & editing.
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Babar, A.B., Sahoo, R. Static, Buckling, and Free Vibration Analysis of CNT Reinforced Composite Beams with Elastic Foundation Using IHSDT. J. Vib. Eng. Technol. (2024). https://doi.org/10.1007/s42417-024-01349-5
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DOI: https://doi.org/10.1007/s42417-024-01349-5