Non-linear buckling analysis of functionally graded shallow spherical shells

Dao Huy Bich
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Authors

  • Dao Huy Bich Vietnam National University, Hanoi

DOI:

https://doi.org/10.15625/0866-7136/31/1/5491

Abstract

In the present paper the non-linear buckling analysis of functionally graded spherical shells subjected to external pressure is investigated. The material properties are graded in the thickness direction according to the power-law distribution in terms of volume fractions of the constituents of the material. In the formulation of governing equations geometric non-linearity in all strain-displacement relations of the shell is considered. Using Bubnov-Galerkin's method to solve the problem an approximated analytical expression of non-linear buckling loads of functionally graded spherical shells is obtained, that allows easily to investigate stability behaviors of the shell.

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Published

18-03-2009

How to Cite

[1]
D. H. Bich, Non-linear buckling analysis of functionally graded shallow spherical shells, Vietnam J. Mech. 31 (2009) 17–30. DOI: https://doi.org/10.15625/0866-7136/31/1/5491.

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Research Article

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