| نویسندگان | محمد عارفی-محمود پورجمشیدیان-علی قربانپور |
| نشریه | J SANDW STRUCT MATER |
| تاریخ انتشار | 0-0-01 |
| نمایه نشریه | ISI ,SCOPUS |
چکیده مقاله
In this study, nonlinear free and forced vibration analysis of an embedded functionally
graded sandwich micro-beam with a moving mass is investigated. The velocity of moving
mass is assumed constant. The structure is resting on nonlinear Pasternak foundation.
The governing equation of motion is obtained using Hamilton’s principle based on the
Euler–Bernouli model with considering nonlinear terms in strain–displacement relation.
Strain gradient elasticity theory is used to model the small scale effects. The micro-
beam contains a homogenous core and two integrated functionally graded face-sheets.
Mechanical properties except Poisson ratio are assumed to be variable based on the
power-law distribution along the thickness direction. Galerkin’s decomposition
technique is implemented to convert nonlinear partial differential equation to a non-
linear ordinary differential equation. Multiple times scale method is applied to derive
closed form approximate solution for free and forced vibration and nonlinear natural
frequencies of the micro-beams. Accuracy of the obtained results using current issue
may be justified by comparing with those obtained by existing results of the literature.
The effect of some important parameters such as length scale parameter, power
gradient index, nonlinear elastic foundation, aspect ratio, position, and velocity of
moving mass and boundary conditions is studied on the various responses of the
micro-beam such as nonlinear natural frequency, frequency response, and
force–response curves.