Steel and Composite Structures
Volume 42, Number 1, 2022, pages 23-32
DOI: 10.12989/scs.2022.42.1.023
Nonlinear bending analysis of functionally graded CNT-reinforced composite plates
Jin-Rae Cho
Abstract
In this paper, a nonlinear numerical method to solve the large deflection problem is introduced. And the nondimensional load-deflection behavior of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) plates is
parametrically investigated. The large deflection problem is formulated according to the von Kármán nonlinear theory and the
(1,1,0)* hierarchical model, and it is approximated by 2-D natural element method (NEM). The shear locking phenomenon is
suppressed by the selectively reduced integration method. The nonlinear matrix equations are solved by combining the
incremental loading scheme and the Newton-Raphson iteration method. The proposed method is validated from the benchmark
experiments, where the propose method shows an excellent agreement with the reference methods. The nonlinear behavior of
FG-CNTRC plates is evaluated in terms of the non-dimensional load-deflection curve, and it is parametrically investigated with
respect to the existence/non-existence and gradient pattern of CNTs, the width-to-thickness and aspect ratios of plates and the
type of boundary conditions. The non-dimensional central deflection is significantly reduced when CNTs and added, and it
decreases with the volume fraction of CNTs. But, it shows a uniform increase in proportion to the width-to-thickness and aspect
ratios. Both the gradient pattern of CNTs and the type of boundary conditions do also show the remarkable effects.
Key Words
CNT-reinforced; composite plates; functionally graded; Natural element method (NEM); non-dimensional load-deflection curve; nonlinear bending deflection
Address
Jin-Rae Cho:Department of Naval Architecture and Ocean Engineering, Hongik University, Sejong 30016, Korea