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Buckling of 2D-FG Cylindrical Shells under Combined External Pressure and Axial Compression

Buckling of 2D-FG Cylindrical Shells under Combined External Pressure and Axial Compression
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Year:    2013

Author:    R. Mohammadzadeh, M. M. Najafizadeh, M. Nejati

Advances in Applied Mathematics and Mechanics, Vol. 5 (2013), Iss. 3 : pp. 391–406

Abstract

This paper presents the stability of two-dimensional functionally graded (2D-FG) cylindrical shells subjected to combined external pressure and axial compression loads, based on classical shell theory. The material properties of functionally graded cylindrical shell are graded in two directional (radial and axial) and determined by the rule of mixture. The Euler's equation is employed to derive the stability equations, which are solved by GDQ method to obtain the critical mechanical buckling loads of the 2D-FG cylindrical shells. The effects of shell geometry, the mechanical properties distribution in radial and axial direction on the critical buckling load are studied and compared with a cylindrical shell made of 1D-FGM. The numerical results reveal that the 2D-FGM has a significant effect on the critical buckling load.

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Journal Article Details

Publisher Name:    Global Science Press

Language:    English

DOI:    https://doi.org/10.4208/aamm.2012.m39

Advances in Applied Mathematics and Mechanics, Vol. 5 (2013), Iss. 3 : pp. 391–406

Published online:    2013-01

AMS Subject Headings:    Global Science Press

Copyright:    COPYRIGHT: © Global Science Press

Pages:    16

Keywords:    Mechanical buckling 2D-FG cylindrical shell combined load classical shell theory GDQ method.

Author Details

R. Mohammadzadeh

M. M. Najafizadeh

M. Nejati

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