TY  - JOUR
ID  - SisLab2822
UR  - https://eprints.uet.vnu.edu.vn/eprints/id/eprint/2822/
A1  - Do, Van Thom
A1  - Nguyen, Dinh Kien
A1  - Nguyen, Dinh Duc
A1  - Doan, Hong Duc
A1  - Bui, Quoc Tinh
Y1  - 2017///
N2  - only in one specified direction, but also different other directions. In particular, the bi-directional functionally
graded materials (2D-FGMs) introduced are expected to have more effective properties, consequently eliminating
commonly awkward problems such as local stress concentrations and delamination. In this paper,
buckling and bending behaviors of 2D-FGM plates, which are of great importance in the design and development
of engineering applications, are numerically analyzed by a finite element model. The plate kinematics are described
using a new third-order shear deformation plate theory (TSDT), without the need for special treatment of
shear-locking effect and shear correction factors. The present TSDT theory based on rigorous kinematic of displacements,
which is shown to be dominated over other preceding theories, is derived from an elasticity formulation,
rather by the hypothesis of displacements. The materials are assumed to be graded in two directions
and their effective properties are computed through the rule of mixture. The accuracy of the proposed approach
assessed on numerical results is confirmed by comparing the obtained results with respect to reference published
solutions. The effects of some numerical aspect ratios such as volume fraction, boundary conditions, thickness to
length ratio, etc. on static deflections and critical buckling are numerically studied. The investigation of results
confirms that such aforementioned aspect ratios have significant effects on the mechanical behaviors of plates.
PB  - Elsevier
JF  - Thin-Walled Structures
VL  - 119
SN  - 0263-8231
TI  - Analysis of bi-directional functionally graded plates by FEM and a new third-order shear deformation plate theory
SP  - 687
AV  - public
EP  - 699
ER  -