TY  - JOUR
ID  - SisLab2823
UR  - https://eprints.uet.vnu.edu.vn/eprints/id/eprint/2823/
A1  - Nguyen, Dinh Duc
A1  - Lee, Jaehong
A1  - Nguyen, Thoi Trung
A1  - Pham, Toan Thang
Y1  - 2017///
N2  - In the present article, static response and free vibration of functionally graded carbon nanotube
reinforced composite (FG-CNTRC) rectangular plate resting on Winkler?Pasternak elastic foundations
using an analytical approach are studied. The rectangular plates are reinforced by single-walled carbon
nanotubes (SWCNTs) which are assumed to be graded through the thickness direction with four types
of distributions. The mathematical model of the FG-CNTRC plate is developed based on the first-order
shear deformation plate theory (FSDT) and Hamilton principle. By using Navier solution, the governing
equations are solved to obtain the central deflection and the natural frequency parameters. Several
examples are verified to have higher accuracy than those from the previous method in the literature.
Also, the effects of different parameters on static response and natural frequency of FG-CNTRC plate are
highlighted by solving numerous examples. Finally, these new results may serve as benchmarks for future
investigations.
PB  - Elsevier
JF  - Aerospace Science and Technology
VL  - 68
SN  - 1270-9638
TI  - Static response and free vibration of functionally graded carbon nanotube-reinforced composite rectangular plates resting on Winkler?Pasternak elastic foundations
SP  - 391
AV  - public
EP  - 402
ER  -