Analytical solutions for bending, buckling and vibration analysis of functionally graded cylindrical panel

Duong Thanh Huan, Tran Minh Tu, Tran Huu Quoc
Author affiliations

Authors

  • Duong Thanh Huan Vietnam National University of Agriculture, Trau Quy, Gia Lam, Ha Noi, Vietnam
  • Tran Minh Tu University of Civil Engineering, 55 Giai Phong Road, Hai Ba Trưng District, Ha Noi, Vietnam
  • Tran Huu Quoc University of Civil Engineering, 55 Giai Phong Road, Hai Ba Trưng District, Ha Noi, Vietnam

DOI:

https://doi.org/10.15625/2525-2518/55/5/8843

Keywords:

functionally graded cylindrical shell, shear deformation theory, bending, buckling, vibration

Abstract

The main purpose of this article is to present analytical solutions for bending, buckling and vibration analysis of cylindrical panel, which are composed of functionally graded materials (FGMs). Equations of motion are derived using Hamilton’s principle. The first-order shear deformation theory is used for developing Navier’s solutions of simply supported cylindrical panel. Comparison studies are presented to verify the validity of present solution. It is found that the presented results are close to those existing. The effect of volume fraction distributions, panel aspect ratio, and side-to-thickness ratio on the deflections, buckling loads and natural frequencies is also investigated.

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Published

20-10-2017

How to Cite

[1]
D. T. Huan, T. M. Tu, and T. H. Quoc, “Analytical solutions for bending, buckling and vibration analysis of functionally graded cylindrical panel”, Vietnam J. Sci. Technol., vol. 55, no. 5, pp. 587–597, Oct. 2017.

Issue

Section

Mechanical Engineering - Mechatronics