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Beschreibung
This work investigates buckling and free vibration analysis of functionally graded cylindrical and conical shells with variable thickness resting on elastic foundation (Winkler-Pasternak) using first-order shear deformation shell theory. Equations of motion are derived from Hamilton¿s principle. The Navier-type solution is used for simply-supported boundary condition, and exact formulas are proposed for buckling and free vibration analysis.
Details
| Verlag | LAP LAMBERT Academic Publishing |
| Ersterscheinung | 28. April 2017 |
| Maße | 22 cm x 15 cm x 0.4 cm |
| Gewicht | 102 Gramm |
| Format | Softcover |
| ISBN-13 | 9783330079205 |
| Seiten | 56 |
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