Analytical solution for vibration and buckling of cylindrical sandwich panels with improved FG metal foam core. (1st September 2022)

• Record Type: Journal Article
• Authors: Keleshteri, M.M.; Jelovica, J.
• Is Part Of: Engineering structures. Volume 266(2022)
• Publication Date: 2022-09-01
• Subjects: Vibration -- Buckling -- FG metal foam -- Higher-order porosity distribution -- Cylindrical panel -- Third-order shear deformation theory; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2022.114580
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A novel higher-order porosity distribution for the foam core sandwich panels is introduced. The governing equations are derived based on the third-order shear deformation theory utilizing the Hamilton principle. The Navier technique is implemented to derive the closed-form solutions. The presented porosity can increase the buckling load and natural frequency by 10% and 5% in comparison to the conventional porosity, respectively. For the flexural vibration, the in-plane and rotary inertias can be ignored to reduce the computational complexity without large effect on the natural frequencies. Abstract: In this research paper, a novel higher-order porosity distribution is proposed, and free vibration and buckling behavior of cylindrical sandwich panels with functionally graded metal foam core are investigated. It is assumed that the sandwich panel is made of two thin face metal sheets and a moderately thick functionally graded metal foam core. The dynamic governing equations are obtained based on the third-order shear deformation theory and utilizing the Hamilton principle. It is assumed that the voids are distributed non-uniformly along the thickness of the functionally graded metal foam core. The elastic modulus of the core depends on the square of the relative density, thus is changing nonlinearly through the thickness of the core. The Navier technique is implemented to derive closed form solutions for the natural frequencies and the buckling load of the simply supported cylindrical sandwich panels. The accuracy and effectiveness of the proposed model are verified by comparison with previous researches. Results revealed that the presented higher-order porosity distribution can increase the buckling load and fundamental natural frequency by 10% and 5% in comparison to the conventional porosity distributions, respectively. In addition, it is shown that if the flexural vibration is of interest, ignoring the in-plane and rotary inertias, which can significantly reduce the computational complexity, does not have any considerable effect on the natural frequencies.