TY  - JOUR
ID  - SisLab3462
UR  - https://doi.org/10.12989/scs.2019.31.0.000
A1  - Do, Quang Chan
A1  - Pham, Dinh Nguyen
A1  - Vu, Dinh Quang
A1  - Vu, Thi Thuy Anh
A1  - Nguyen, Dinh Duc
Y1  - 2019///
N2  - This study deals with the nonlinear static analysis of functionally graded carbon nanotubes reinforced composite
(FG-CNTRC) truncated conical shells subjected to axial load based on the classical shell theory. Detailed studies for both
nonlinear buckling and post-buckling behavior of truncated conical shells. The truncated conical shells are reinforced by singlewalled carbon nanotubes which alter according to linear functions of the shell thickness. The nonlinear equations are solved by
both the Airy stress function and Galerkin method based on the classical shell theory. In numerical results, the influences of
various types of distribution and volume fractions of carbon nanotubes, geometrical parameters, elastic foundations on the
nonlinear buckling and post-buckling behavior of FG-CNTRC truncated conical shells are presented. The proposed results are
validated by comparing with other authors.
PB  - TECHNO-PRESS
JF  - Steel and Composite Structures
VL  - 31
SN  - 1229-9367
TI  - Nonlinear buckling and post-buckling of functionally graded CNTs reinforced composite truncated conical shells subjected to axial load
AV  - public
ER  -