Elsevier

Composite Structures

Volume 69, Issue 2, July 2005, Pages 149-155
Composite Structures

A new approach to static and dynamic analysis of composite plates with different boundary conditions

https://doi.org/10.1016/j.compstruct.2004.06.006Get rights and content

Abstract

In the present paper, a new analytical method is developed to analyse the response of laminated composite plates subjected to static and dynamic loading. The modal forms are presented in terms of double Fourier series. The derivatives of the double Fourier series are legitimized using Stokes's transformation. The method developed in this work is simpler than the methods adopted by other research workers, the main advantage being the ease with which one finds the modal forces, moments and mode shapes for laminated composite plates with different boundary conditions. The results from the present analysis are compared with those obtained from the FEM code NISA II. The agreement between the results is quite good.

Introduction

The knowledge of the mechanical behaviour of composite plates subjected to static and dynamic loading is of primary importance in engineering applications. The ability to achieve high strength- and high stiffness-to-weight ratios for fibre-reinforced composite materials have led to greater flexibility in the design of advanced structures. The structural behaviour of fibre composite plates subject to different types of loading has been studied by different authors. Sun and Chattopadhyay [1] studied a simply supported orthotropic plate subjected to the concentrated central impact using the equations developed by Whitney and Pagano [2]. In their work the nonlinear integral equation was solved numerically. Dobyns [3] used the same method, but replaced the concentrated impact load by a uniform pressure on a rectangular patch. Laplace transform technique was used to obtain an analytical solution to the impact problem by Swanson and Christoforou [4]. Carvalho and Gliedes Soares [5] developed a numerical approach by using the technique of Fourier series expansion. Also, Mittal et al. [6] developed an exact closed form solution for the dynamic response of clamped circular plates. Mittal and Khalili [7] used the method of Fourier transform and Hertz-Sveklo's contact theory to study the transverse impact of composite plates. Liew [8] carried out vibration analysis of laminated plates using Reissner–Mindlin theory. Using Galerkin method and Fourier series, Shi [9] studied the vibrational behaviour of clamped laminated plates, while Darvizeh et al. [10] studied the vibrational behaviour of laminated circular cylinder. The present study develops a new analytical method by assuming that the functions describing the plate displacement in the z direction and shear rotations in the x and y directions are in the form of double Fourier series. Stokes's transformation [11] has been exploited to legitimize the derivatives of this Fourier series for different sets of boundary conditions. The plate equations developed by Whitney and Pagano [2] for orthotropic laminated plates are used. The method employed in the present work gives an explicit expression for modal forces, moments and mode shapes of multi-layered composite plates with different boundary conditions.

In the dynamic analysis, the effects of boundary conditions and the variation of fibre orientations on natural frequencies are considered. In the static analysis, mode shapes corresponding to static loading are presented in the form of figures. The results of static and dynamic analyses are compared with those obtained from a FEM computer code NISA II. The results are in good agreement.

Section snippets

Basic equations

Since transverse shear stiffnesses of a fibre-reinforced composite plate are much lower than the in-plane stiffnesses, the transverse shear deformations cannot be neglected. Therefore, the analytical formulation is based on Whitney and Pagano [2] plate equations which account for transverse shear deformations. The system of equations governing the transverse displacement W(x,y,t) of the mid-plane of the plate and the rotations ψx(x,y,t) and ψy(x,y,t) about x and y axes respectively, are given by

Plate clamped along all edges (CCCC)

For FEM analysis, the commercial code NISA II was used. Since the plate is clamped on all sides, the following boundary conditions are used:(a)W(0,y,t)=W(a,y,t)=W(x,0,t)=W(x,b,t)=0(b)ψx(0,y,t)=ψx(a,y,t)=0(c)ψy(x,0,t)=ψy(x,b,t)=0From Eq. (4), it is observed that while the boundary condition (a) is automatically satisfied, conditions (b) and (c) are not. Therefore Stokes's transformation is used for finding the derivatives of rotations. This will involve the coefficients ψxnx0, ψxnxa, ψymy0, ψymyb

Results and discussion

In order to validate the present method and to demonstrate its capability in predicting the static and dynamic response of composite plates, the results obtained from the present theory are compared with those from NISA II, which is a code based on finite element method (FEM). Six different boundary conditions such as SSSS, SSSF, CSCS, CCSS, CCCS and CCCC were considered for a rectangular plate where simply supported, clamped and free edges are respectively designated as S, C and F. A

Conclusions

Using the present analytical method, it is possible to predict the static and dynamic behaviour of multi-layered laminated composite plates having different boundary conditions and various fibre orientations. These results compare very well with those obtained by using FEM. The present method is capable of handling several boundary conditions without any difficulty while some boundary conditions are very cumbersome to handle with other analytical methods. It is also observed that while the

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