A high order theory for functionally graded axisymmetric cylindrical shells

https://doi.org/10.1016/j.ijmecsci.2012.04.001Get rights and content

Abstract

In this paper a high order theory for functionally graded (FG) axisymmetric cylindrical shells based on the expansion of the axisymmetric equations of elasticity for functionally graded materials (FGMs) into Fourier series in terms of Legendre's polynomials is presented. Starting from the axisymmetric equations of elasticity, the stress and strain tensors, the displacement, traction and body force vectors are expanded into Fourier series in terms of Legendre's polynomials in the thickness coordinate. In the same way the material parameters that describe the functionally graded material properties are also expanded into Fourier series. All equations of the linear elasticity including Hooke's law are transformed into the corresponding equations for the Fourier series expansion coefficients. Then a system of differential equations in terms of the displacements and the boundary conditions for the Fourier series expansion coefficients is obtained. In particular the first and second order approximations of the exact shell theory are considered in more details. The obtained boundary-value problems are solved by the finite element method (FEM) with COMSOL Multiphysics and MATLAB software. Numerical results are presented and discussed.

Highlights

► We develop a higher order theory for functionally graded (FG) axisymmetric cylindrical shells. ► We use for that Fourier series in terms of Legendre's polynomials expansion. ► For numerical solution the FEM implemented in the software COMSOL Multiphysics and MATLAB. ► Influence of the material graduation parameters on the stress–strain state of the cylindrical shell has been studied.

Introduction

In recent years, a new type of composite materials, the so-called FGMs have been introduced and applied in a wide range of engineering sciences, as reflected in numerous papers on this subject [1], [2]. FGMs are advantageous over the homogeneous materials with only one material constituent, because they consist of two or more material constituents and combine the desirable properties of each constituent. FGMs received a great deal of attention because of their distinctive material properties, which may vary continuously in one (or more) direction(s), in the case of plates and shells usually in the thickness direction. The gradual change of material properties makes FGMs superior to conventional laminated composite materials, which are prone to debonding due to the mismatch of the mechanical properties of the constituents. The concept of FGMs has been applied to electronics, optics, chemistry, biomedical and many other fields. Typical FGMs are made of a mixture of ceramic and metal or a combination of different metals, and can be easily manufactured by varying the volume fractions of their constituents. A representative example for FGMs is the metal/ceramic FGMs, which are compositionally graded from a ceramic phase to a metal phase. Metal/ceramic FGMs can incorporate advantageous properties of both ceramics and metals such as the excellent heat, wear, and corrosion resistances of ceramics and the high strength, high toughness, good machinability and bonding capability of metals.

The FG thin-walled structures, such as plates and shells, have many engineering applications, especially in reactor vessels, turbines and many other fields such as in civil, mechanical and aerospace engineering [3]. Laminated composites are commonly used in many engineering structures. In conventional laminated composite structures, homogeneous elastic laminas are bonded together to obtain enhanced mechanical properties [4]. However, the abrupt change in the material properties across the interface between different materials may result in large interlaminar stresses leading to delamination or interface cracking. One efficient way to remove this disadvantage is to use FGMs in which the material properties vary continuously in the space. This can be realized by gradually changing the volume fraction of the constituent materials, usually in the thickness direction of the plates and shells. In contrast to classical laminates, the stress distributions in FGMS are rather smooth.

Many different theories of FG plates and shells have been developed so far. These models are mostly based on the Kirchhoff–Love, Timoshenko–Mindlin hypothesis or used more complicated high order theories. More details related to this topic can be found in numerous publications (see for example [5], [6], [7], [8], [9], [10], [11], [12], [13], [14], [15], [16], [17]). The material properties of FG plates and shells can be described by various functional relations, for instance the power-law function [12], [13], exponential function [18], [19], or sigmoid function [8], [17] to describe the spatial change of the volume fractions of the material constituents. Vibration analysis of the conical, cylindrical and annular shell structures has been done in [20], [21], [22], [23], [24], [25]

In this paper we present a new theory for FG axisymmetric cylindrical shells based on the expansion of the axisymmetric equations of elasticity for FGMs into Fourier series in terms of Legendre's polynomials. Such an approach has been used widely for the development of various theories for isotropic [26], [27] and anisotropic [28], [29], [30] plates and shells. This method has been also utilized in previous publications for the development of thermoelasticity theory of plates and shells with considering mechanical and thermal contact [31], [32], [33], [34], [35], [36], [37], [38], [39], [40], [41]. In this study we expand the physical quantities and the material parameters of the FGMs into Fourier series in terms of Legendre's polynomials and derive Hooke's law relating the Fourier series expansion for stresses and strains. Then we obtain a system of differential equations and the corresponding boundary conditions for the Fourier series expansion coefficients. Special attention of the study is devoted to the first and second order approximations of the exact shell theory. The arising boundary-value problems are solved numerically by using the FEM implemented in COMSOL Multiphysics software. Numerical examples are presented and discussed to demonstrate the accuracy of the developed high order shell theory.

Section snippets

2-D formulation

Let us consider a linear elastic axisymmetric cylindrical shell in a three-dimensional (3-D) Euclidian space domain V=Ω×[−h,h] with a smooth boundary ∂V as shown in Fig. 1. The boundary of the shell can be represented in the form ∂V=SΩ+Ω. Here 2h is the shell's thickness, Ω is the middle surface of the shell, ∂Ω is its boundary, Ω+ and Ω are the outer sides and S=∂Ω×[−h,h] is a lateral side.

For convenience and following in the shell theory generally accepted tradition we introduce here the

1-D formulation

We expand the physical parameters, which describe the stress–strain state of the cylindrical shell into the Legendre polynomials series along the coordinate x3. Such expansion can be done because of any function f(p), which is defined in domain −1≤p≤1 and satisfies Dirichlet's conditions (continuous, monotonous, and having finite set of discontinuity points), can be expanded into Legendre's series according formulas:f(p)=k=0akPk(p)wherean=2k+1211f(p)Pk(p)dp

Any function of more than one

First order approximation

In the first order approximation theory only the first two series terms of Legendre's polynomials have to be taken into account. In the homogeneous case it is usually referred to as Vekua's theory of shells. In this case the stress and strain state of the shell, can be expressed in the form:σij(x)=σij0(x1)P0(ω)+σij1(x1)P1(ω),εij(x)=εij0(x1)P0(ω)+εij1(x1)P1(ω),pi(x)=pi0(x1)P0(ω)+pi1(x1)P1(ω),bi(x)=bi0(x1)P0(ω)+bi1(x1)P1(ω).

The equations of equilibrium in Eq. (2.3) now have the form:σ110x1σ130̲

Second order approximation

In the second order approximation only the first three series terms of Legendre's polynomials have to be taken into account. In this case the stress and strain state of the shell, can be represented in the form:σij(x)=σij0(x1)P0(ω)+σij1(x1)P1(ω)+σij2(x1)P2(ω),εij(x)=εij0(x1)P0(ω)+εij1(x1)P1(ω)+εij2(x1)P2(ω),ui(x)=ui0(x1)P0(ω)+ui1(x1)P1(ω)+ui2(x1)P2(ω),pi(x)=pi0(x1)P0(ω)+pi1(x1)P1(ω)+pi2(x1)P2(ω),bi(x)=bi0(x1)P0(ω)+bi1(x1)P1(ω)+bi2(x1)P2(ω).

The equations of equilibrium in Eq. (2.3) now take the

Material properties of FGMs

FGMs are advanced materials and their mechanical properties can be changed continuously in the way most suitable to satisfy specific requirements. Therefore they are very useful for applications in engineering science. In the simplest FGMs, two different material ingredients change gradually from one to the other. Discontinuous changes such as a stepwise gradation of the material ingredients can also be considered as an FGM. The most familiar FGM is compositionally graded from a refractory

Conclusions

In this paper a high order theory for FG axisymmetric cylindrical shells has been developed. The proposed approach is based on the expansion of the axisymmetric equations of elasticity for FGMs into Fourier series in terms of Legendre's polynomials. Starting from the axisymmetric equations of elasticity, the stress and strain tensors, the displacement, traction and body force vectors and the material parameters of FGMs have been expanded into Fourier series in terms of Legendre's polynomials in

Acknowledgments

The work presented in this paper was supported by the German Research Foundation (DFG Project ZH 15/21-1), which is gratefully acknowledged.

References (42)

  • S. Suresh et al.

    Fundamentals of functionally graded materials

    (1998)
  • H.-S. Shen

    Functionally graded materials: nonlinear analysis of plates and shells

    (2009)
  • J.N. Reddy

    Mechanics of laminated composite plates and shells: theory and analysis

    (2004)
  • E. Carrera et al.

    Modeling and analysis of functionally graded beams, plates and shells: part I

    Mech Adv Mater Struct

    (2010)
  • E. Carrera et al.

    Modeling and analysis of functionally graded beams, plates and shells: part II

    Mech Adv Mater Struct

    (2011)
  • Y.L. Chung et al.

    Mechanical behavior of functionally graded material plates under transverse load—part I: analysis

    Int J Solids Struct

    (2006)
  • F. Ebrahimi et al.

    Transverse shear and rotary inertia effects on the stability analysis of functionally graded shells under combined static and periodic axial loadings

    J Mech Sci Technol

    (2010)
  • J.N. Reddy

    Analysis of functionally graded plates

    Int J Numer Methods Eng

    (2000)
  • J.N. Reddy et al.

    Nonlinear transient thermoelastic analysis of functionally graded ceramic–metal plates

    Int J Solids Struct

    (1998)
  • Y.P. Shen et al.

    A high order theory for functionally graded piezoelectric shells

    Int J Solids Struct

    (2002)
  • Wozniak C, Rychlewska J, Wierzbicki E. Modelling and analysis of functionally graded laminated shells. In: Proceedings...
  • Cited by (41)

    • Static and dynamic analysis of thin functionally graded shell with in-plane material inhomogeneity

      2021, International Journal of Mechanical Sciences
      Citation Excerpt :

      Analytical or semi-analytical solutions can only be obtained for some special material distributions of the FGSs [8, 14-16], and experimental studies are complex and costly [17-19]. Therefore, some other researchers focus on developing some novel numerical methods for the FGSs analysis, such as generalized differential quadrature (GDQ) method [8, 20-23], radial basis functions methods [10, 24], element-free Ritz method [25-27], discrete singular convolution method [28], radial point interpolation method [29] etc.. Since the functions of different parts of the spacecraft and other mechanical equipment are diverse, the requirements of the material properties are quite dissimilar.

    • An isogeometric continuum shell element for modeling the nonlinear response of functionally graded material structures

      2020, Composite Structures
      Citation Excerpt :

      Later, the meshfree method was combined with a modified Sander’s nonlinear shell theory for the analysis of FGM shell panels under combined thermal-mechanical loading [15]. Zozulya and Zhang [16] expanded the field variables and FGM material parameters using Fourier series in the form of Legendre’s polynomials for axisymmetric cylindrical shell modeling. Cinefra et al. [17] adopted a nine-node quadratic shell element and Carrera’s Unified Theory for the analysis of FGM structures.

    View all citing articles on Scopus
    View full text