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¦
Closed-form solution for buckling analysis of thick functionally graded plates on elastic foundation
β Scribed by Thai, Huu-Tai; Kim, Seung-Eock
- Book ID
- 120519761
- Publisher
- Elsevier Science
- Year
- 2013
- Tongue
- English
- Weight
- 644 KB
- Volume
- 75
- Category
- Article
- ISSN
- 0020-7403
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