A Novel Trigonometric High-Order Shear Deformation Theory for Free Vibration and Buckling Analysis of Carbon Nanotube Reinforced Beams Resting on a Kerr Foundation
This research is concerned with the free vibration and buckling analysis of carbon nanotube-reinforced beams (CNT-RBs) using a novel high-order shear deformation theory (HSDT). The current HSDT is modeled by a trigonometric function without a shear correction factor, and the displacement field has o...
Autori principali: | , |
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Natura: | Articolo |
Lingua: | English |
Pubblicazione: |
MDPI AG
2023-10-01
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Serie: | Engineering Proceedings |
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Accesso online: | https://www.mdpi.com/2673-4591/56/1/209 |