In this article, an exact analytical solution for buckling analysis of moderately thick functionally graded (FG) sector plates resting on Winkler elastic foundation is presented. The equilibrium equations are derived according to the first order shear deformation plate theory. Because of the couplin
β¦ LIBER β¦
Differential quadrature analysis of functionally graded circular and annular sector plates on elastic foundation
β Scribed by Sh. Hosseini-Hashemi; H. Akhavan; H. Rokni Damavandi Taher; N. Daemi; A. Alibeigloo
- Publisher
- Elsevier Science
- Year
- 2010
- Weight
- 784 KB
- Volume
- 31
- Category
- Article
- ISSN
- 0261-3069
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