| نویسندگان | مهدی محمدی مهر-رسول رستمی-محمد عارفی |
| نشریه | STEEL COMPOS STRUCT |
| تاریخ انتشار | 2016-3-01 |
| نمایه نشریه | ISI ,SCOPUS |
چکیده مقاله
. Third order shear deformation theory is used to evaluate electro-elastic solution of a sandwich plate with
considering functionally graded (FG) core and composite face sheets made of piezoelectric layers. The plate is resting
on the Pasternak foundation and subjected to normal pressure. Short circuited condition is applied on the top and
bottom of piezoelectric layers. The governing differential equations of the system can be derived using Hamilton’s
principle and Maxwell’s equation. The Navier’s type solution for a sandwich rectangular thick plate with all edges
simply supported is used. The numerical results are presented in terms of varying the parameters of the problem such
as two elastic foundation parameters, thickness ratio (h p /2h), and power law index on the dimensionless deflection,
critical buckling load, electric potential function, and the natural frequency of sandwich rectangular thick plate. The
results show that the dimensionless natural frequency and critical buckling load diminish with an increase in the
power law index, and vice versa for dimensionless deflection and electrical potential function, because of the
sandwich thick plate with considering FG core becomes more flexible; while these results are reverse for thickness
ratio.