NDLI: Mechanical Buckling of Functionally Graded Cylindrical Shells Based on the First Order Shear Deformation Theory

Content Provider	The American Society of Mechanical Engineers (ASME) Digital Collection
Author	Narimani, Ramin Khorramabadi, Mehdi Karami Khazaeinejad, Payam
Copyright Year	2007
Abstract	Buckling analysis of simply supported functionally graded cylindrical shells under mechanical loads is presented in this paper. The Young’s modulus of the shell is assumed to vary as a power form of the thickness coordinate variable. The shell is assumed to be under three types of mechanical loadings, namely, axial compression, uniform external lateral pressure, and hydrostatic pressure loading. The equilibrium and stability equations are derived based on the first order shear deformation theory. Resulting equations are employed to obtain the closed-form solution for the critical buckling load. The influences of dimension ratio, relative thickness and the functionally graded index on the critical buckling load are studied. The results are compared with the known data in the literature.
Sponsorship	Pressure Vessels and Piping Division
Starting Page	399
Ending Page	404
Page Count	6
File Format	PDF
ISBN	0791842819
DOI	10.1115/PVP2007-26158
e-ISBN	0791838048
Volume Number	Volume 3: Design and Analysis
Conference Proceedings	ASME 2007 Pressure Vessels and Piping Conference
Language	English
Publisher Date	2007-07-22
Publisher Place	San Antonio, Texas, USA
Access Restriction	Subscribed
Subject Keyword	Young's modulus Compression Stability Equilibrium (physics) Hydrostatic pressure Shear deformation Shells Dimensions Buckling Pipes Pressure Stress
Content Type	Text
Resource Type	Article

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