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...

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Dettagli Bibliografici
Autori principali: Mohammed Amine Kenanda, Fodil Hammadi
Natura: Articolo
Lingua:English
Pubblicazione: MDPI AG 2023-10-01
Serie:Engineering Proceedings
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Accesso online:https://www.mdpi.com/2673-4591/56/1/209