Abstract
The current work, present dynamic analysis of the FG-sandwich plate seated on elastic foundation with various kinds of support using refined shear deformation theory. The present analytical model is simplified which the unknowns number are reduced. The zero-shear stresses at the free surfaces of the FG-sandwich plate are ensured without introducing any correction factors. The four equations of motion are determined via Hamilton's principle and solved by Galerkin's approach for FG-sandwich plate with three kinds of the support. The proposed analytical model is verified by comparing the results with those obtained by other theories existing in the literature. The parametric studies are presented to detect the various parameters influencing the fundamental frequencies of the symmetric and non-symmetric FG-sandwich plate with various boundary conditions.
| Original language | English |
|---|---|
| Pages (from-to) | 355-367 |
| Number of pages | 13 |
| Journal | Steel and Composite Structures |
| Volume | 36 |
| Issue number | 3 |
| DOIs | |
| State | Published - 10 Aug 2020 |
Bibliographical note
Publisher Copyright:© 2020 Techno-Press, Ltd.
Keywords
- Dynamic analysis
- FG-sandwich plates
- Galerkin's approach and various boundary conditions
- RPT model
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Metals and Alloys