Resumen
This paper presents a static analysis of functionally graded plates (FGPs) by using a new first shear deformation theory (FSDT). This theory contains only four unknowns, with is even less than the classical FSDT. In this paper a simply supported FG square sandwich plate is subjected to a bi-sinusoidal load. The governing equations for static bending analysis are derived by employing the principle of virtual works. These equations are then solved via Navier-type, closed form solutions. The accuracy of the present theory is ascertained by comparing it with various available solutions in the literature.
| Idioma original | Inglés |
|---|---|
| Páginas (desde-hasta) | 150-158 |
| Número de páginas | 9 |
| Publicación | Thin-Walled Structures |
| Volumen | 90 |
| DOI | |
| Estado | Publicada - may. 2015 |