Volume 10, Issue 4 (12-2010)                   Modares Mechanical Engineering 2010, 10(4): 13-26 | Back to browse issues page

‎ 20.1001.1.10275940.1389.10.4.4.1

XML Persian Abstract Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
. Ghannad1 M, Rahimi , G H, Esmaeilzadeh Khadem S. General Solution of Shear Deformation of Axisymmetric Functionally Graded Thick Cylinderical Shells. Modares Mechanical Engineering 2010; 10 (4) :13-26
URL: http://mme.modares.ac.ir/article-15-7841-en.html
General Solution of Shear Deformation of Axisymmetric Functionally Graded Thick Cylinderical Shells
M . Ghannad11 , , G. H. Rahimi * 1, S. Esmaeilzadeh Khadem1
1- Tarbiat Modarres Univ
Abstract:   (10162 Views)
Abstract- In this paper, an analytical formulation of FGM axisymmetric thick-walled cylinders, based on the first shear deformation theory (FSDT) is presented. The displacements and maximum stress in thick cylindrical shells are calculated. Solutions are obtained under generalized plane strain assumptions. It is assumed that the material is isotropic and heterogeneous with constant Poissn's ratio and radially varying elastic modulu. The results have been compared with findings of the plane elasticity theory (PET).
Keywords: Thick-Walled Cylinder, FGM, Plane Elasticity
Full-Text [PDF 871 kb]   (6012 Downloads)    

Received: 2008/09/17 | Accepted: 2011/02/27 | Published: 2011/02/27
Add your comments about this article : Your username or Email:
CAPTCHA
Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.