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Nonlinear dynamic buckling of functionally graded cylindrical shells subjected to time-dependent axial load

โœ Scribed by Huaiwei Huang; Qiang Han


Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
742 KB
Volume
92
Category
Article
ISSN
0263-8223

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โœฆ Synopsis


This paper is presented to solve the nonlinear dynamic buckling problem of a new type of composite cylindrical shells, made of ceram/metal functionally graded materials. The material properties vary smoothly through the shell thickness according to a power law distribution of the volume fraction of the constituent materials. The dynamic axial load is set in a linear increase form with regard to time. By taking the temperature-dependent material properties into account, the effect of environmental temperature rise is included. The nonlinear dynamic equilibrium equation of the shell was obtained by applying an energy method, and was then solved using the four-order Runge-Kutta method. The critical condition was eventually determined using B-R dynamic buckling criterion. Numerical results show the dynamic buckling load is higher than its static counterpart. Meanwhile, various effects of the inhomogeneous parameter, loading speed, dimension parameter, environmental temperature rise and initial geometrical imperfection on nonlinear dynamic buckling are discussed.


๐Ÿ“œ SIMILAR VOLUMES


DYNAMIC STABILITY OF CYLINDRICAL SHELLS
โœ K.Y. Lam; T.Y. Ng ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 254 KB

In the present paper, the dynamic stability of thin, isotropic cylindrical shells under combined static and periodic axial forces is studied using four common thin shell theories; namely, the Donnell, Love, Sanders and Flugge shell theories. For these four cases, the contribution of the stresses due

DYNAMIC BUCKLING OF A CYLINDRICAL SHELL
โœ O. AKSOGAN; A.H. SOFIYEV ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 157 KB

In this study, the dynamic buckling of an elastic cylindrical shell with variable thickness, subject to a uniform external pressure which is a power function of time, has been considered. Initially, the fundamental relations and Donnell-type dynamic buckling equation of an elastic cylindrical shell