In this article, thermal buckling analysis of moderately thick functionally graded annular sector plate is studied. The equilibrium and stability equations are derived using first order shear deformation plate theory. These equations are five highly coupled partial differential equations. By using a
โฆ LIBER โฆ
Bending analysis of moderately thick functionally graded conical panels
โ Scribed by M.M. Aghdam; N. Shahmansouri; K. Bigdeli
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 580 KB
- Volume
- 93
- Category
- Article
- ISSN
- 0263-8223
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