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  • 8/12/2019 VIBRATIONAL ANALYSIS OF DOUBLE-WALLED CARBON NANOTUBES BASED ON THE NONLOCAL DONNELL SHELL THE

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    IJST, Transactions of Mechanical Engineering, Vol. 37, No. M2, pp 91-105

    Printed in The Islamic Republic of Iran, 2013 Shiraz University

    VIBRATIONAL ANALYSIS OF DOUBLE-WALLED CARBON NANOTUBESBASED ON THE NONLOCAL DONNELL SHELL THEORY

    VIA A NEW NUMERICAL APPROACH*

    R. ANSARI1, H. ROUHI

    2**AND B. ARASH

    3

    1, 2Dept. of Mechanical Engineering, University of Guilan, P.O. Box 3756, Rasht, I. R. of IranEmail: [email protected]

    3Dept. of Mechanical and Manufacturing Engineering, University of Manitoba,

    Winnipeg, Manitoba, Canada, R3T 5V6

    AbstractThis article describes an investigation into the free vibration of double-walled carbon

    nanotubes (DWCNTs) using a nonlocal elastic shell model. Eringens nonlocal elasticity isimplemented to incorporate the scale effect into the Donnell shell model. Also, the van der Waals

    interaction between the inner and outer nanotubes is taken into account. A new numerical solution

    method from incorporating the radial point interpolation approximation within the framework of

    the generalized differential quadrature (GDQ) method is developed to solve the problem.

    DWCNTs with arbitrary layerwise boundary conditions are considered in this paper. It is shown

    that applying the local Donnell shell model leads to overestimated results and one must recourse to

    the nonlocal version to reduce the relative error. Also, this work reveals that in contrast to the

    beam model, the present nonlocal elastic shell model is capable of predicting some new non-

    coaxial inter-tube resonances in studying the vibrational response of DWCNTs.

    Keywords Double-walled carbon nanotube, radial point interpolation method, differential quadrature method, layerwiseboundary conditions

    1. INTRODUCTION

    Ever since carbon nanotubes (CNTs) were discovered by Iijima at the NEC laboratory in Tsukuba, Japan

    [1], extensive theoretical and experimental studies have been conducted on these novel materials [2].

    DWCNTs as the special cases of multi-walled CNTs can be made in quantitative amounts from the chains

    of fullerenes generated inside single-walled CNTs [3]. In recent years, DWCNTs have drawn a great deal

    of attention from the scientific community due to their amazing mechanical, optical and chemical

    properties.

    It is generally accepted that atomistic modeling of nanostructures is very time consuming.

    Accordingly, it is advantageous to develop continuum models for the analysis of nanostructures due to

    their computational efficiency. Since the conventional continuum mechanics is scale free, great attemptshave recently been devoted to the enhancement of classical continuum models in order to better

    accommodate the results from molecular dynamics (MD) simulations. In the most commonly used size-

    dependant continuum theory, nonlocal continuum theory, developed by Eringen [4, 5], the scale effect is

    simply introduced into the constitutive equations as a material parameter.

    Recently, the vibration analysis of CNTs has been the subject of numerous studies based on both

    local and nonlocal models using beam and shell theories [6-17]. For example, Ansari et al. [9] studied the

    free vibration of DWCNTs based on the nonlocal Donnell shell model using an analytical solution

    method. They also employed the MD simulations in order to calibrate the nonlocal parameter used in their

    nonlocal model.

    Received by the editors July 29, 2012; Accepted December 2, 2012.Corresponding author

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    IJST, Transactions of Mechanical Engineering, Volume 37, Number M2 October 2013

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    For a DWCNT, different combinations of layerwise boundary conditions can be considered. In this

    respect, Xu et al. [7] stated that: The relevance of the existing model in which both tubes have the same

    boundary conditions for the vibration of double-walled CNTs is questionable. Therefore, developing

    powerful numerical solution methods capable of treating layerwise boundary conditions in a DWCNT can

    play an important role in the advancement of computational nanomechanics. Hence, the main aim of thecurrent work is to extend the study reported in [9] on DWCNTs with the same boundary conditions for the

    inner and outer tubes to DWCNTs with layerwise boundary conditions. To this end, a novel numerical

    method termed as RPIDQ is developed within the framework of hybrid radial point interpolation [18] and

    differential quadrature method [19]. The effectiveness of the present model is assessed by MD simulation

    as a benchmark of good accuracy. In addition, this study provides a comparison between the beam and

    shell models in predicting the frequencies of DWCNTs. To accomplish this goal, an explicit formula is

    also derived for the nonlocal frequencies of DWCNTs based on the beam model. Some new inter-tube

    resonant frequencies and the related non-coaxial vibrational modes are identified in this work as a result of

    incorporating circumferential modes into the shell model.

    2. MODELING

    In the theory of nonlocal elasticity, unlike the conventional continuum mechanics, the stress at a point is

    considered to be a functional of the strain field at all points in the body. To bring the nonlocality into

    formulation, the Eringen nonlocal constitutive equation is employed as [5]1 (1)here stands for the nonlocal parameter which leads to consideration of the scale effect and is theLaplacian operator; is the macroscopic stress tensor at a point. The stress tensor is related to strain bygeneralized Hookes law as

    : (2)where is the fourth order elasticity tensor and : denotes the double dot product. Hookes law for thestress and strain relation is given by

    0 0 0 0 0 00 0 0 00 0 0 00 0 0 0

    (3)

    where , and are Youngs modulus, shear modulus and Poissons ratio of the material, respectively.Consider an elastic cylindrical shell with radius , length and thickness for each tube of a DWCNT(see Fig. 1). There are different theories for cylindrical shells such as Flugges theory [20, 21] or

    Donnells theory [22]. In Donnells shell theory, the shear and rotary inertia effects are taken into account.

    Thus, it seems to be suitable for the vibration analysis of cylindrical shells. Also, it is frequently used for

    the analysis of CNTs due to the relatively accurate results in spite of its theoretical simplicity. Based on

    the Donnell shell theory, the three-dimensional displacement components, and in the, and directions respectively, as shown in Fig. 1, are assumed to be

    , ,, ,, , , (4a)

    , ,, ,, , , (4b)

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    , ,, ,,, (4c)where ,,are mid-surface displacements and , are mid-surface rotations. The mid-surface strainsand curvature changes are given by

    , , , , 1 , , 1 (5)The strains at any point in the shell thickness can then be written in terms of mid-surface strains and

    curvature changes as (6a) (6b)

    (6c)

    (6d) (6e)

    Using Eqs. (3) to (6) the stress and moment resultants can be given as follows

    // . . 1 1 1 (7a)

    /

    / . . 1 1 1

    (7b)

    // . . 1 (7c) // . . (7d)

    // . . 1 (7e)

    // . . 12 1 1 (7f) // . . (7g)

    // . . 1 (7h)where is the bending rigidity. The governing equations are

    (8a)

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    in which tube throug

    of the resul

    Eqs. (8) ca

    where the d

    tions of Mech

    , , h the vdW i

    ing equatio

    be stated in

    ifferential o

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    1, ,nteraction f

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    terms of th

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    Fig. 1.

    ring, Volume

    1

    are the ine

    rces [9]. Eq

    y Eqs. (7).

    five field v

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    iven in Ap

    Schematic of

    . Rouhi et al.

    37, Number

    tia terms.

    s. (8) are m

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    ariables

    1

    endix A.

    a CNT treate

    2

    3

    lso, denoltiplied byth tube of, , ,

    1 1

    1

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    es the press1 DWCNT,

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    1

    tober 2013

    (8b)

    (8c)

    (8d)

    (8e)

    on the thhand side

    Eqs. (7),

    (9a)

    (9b)

    (9c)

    (9d)

    (9e)

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    For any tube of a DWCNT, different boundary conditions may be considered by the combination of

    simply-supported (S), clamped (C) and free (F) edges. For example:

    Simply-supported-Simply-supported (SS)

    0, 0 , (10)Clamped-Clamped (CC) 0, 0 , (11)

    Clamped-Free (CF)

    0, 0 0, (12)

    3. SOLUTION

    a) Radial point interpolation method

    In the radial point interpolation method (RPIM), the trial function is given by [18]

    , (13a)

    , , , (13b)

    , , , (13c)

    where is the number of nodes in the neighborhood of a given point , are radial basis functions inthe space coordinates and is the coefficient corresponding to the given point . The vector ofcoefficients can be determined by enforcing Eq. (13) to pass through all the nodes within the supportdomain of point 1,2, , (14)or in matrix form

    (15)in which

    , , , and

    is called the moment matrix given by

    (16)

    From Eq. (15), one can have

    (17)Substituting Eq. (17) into Eq. (13) gives

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    (18)in which

    (19)

    The th derivative of the RPIM shape functions is readily obtained by (20)b) RPIDQ analog of field equations

    The modal displacement functions for the th tube are taken as, cos (21a)

    ,

    sin (21b)

    , cos (21c) , cos (21d) , sin (21e)

    Substituting these modal functions into the field equations of the DWCNT and discretizing them at

    the th given point using the RPIDQ approximation give

    1 (22a)

    1

    (22b)

    1 1

    (22c)

    1

    (22d)

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    1

    (22e)

    where the algebraic operators are given in Appendix A.

    c) RPIDQ analog of boundary conditions

    By the RPIDQ approximation, the discrete counterparts of the equations governed by the boundary

    conditions become

    Simply-supported-simply-supported (SS)

    V W

    0 ; 1 0 ; 0 0,

    (23)

    Clamped-Clamped (CC)

    0 0, (24)Clamped-Free (CF)

    0 0, 1

    0 ;

    0 ;

    0 ;

    0 ;

    0 0 1, (25)

    d) Derivation of eigenvalue problem

    Rearranging the quadrature analogs of field equations and the boundary conditions within the

    framework of a generalized eigenvalue problem leads to

    0 (26)

    where the subscripts and refer to the boundary and domain grid points, respectively. The displacementvectors and are defined by

    , 1,2 (27)

    and

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    , 1,2 (28)Using the condensation technique [23], Eq. (26) can be transformed into the standard form of

    0 (29)from which the eigenvalues () can be extracted. The smallest value of is the fundamental frequency.4. RESULTS AND DISCUSSION

    The constant values needed for numerical evaluations are E 1 TPa, 0.34 , 2.3g cm and 0.3. The configuration of layerwise boundary conditions, for example, will be indicated by (SS/CC),where the pair of SS corresponds to the inner tube and the pair of CC corresponds to the outer tube. Also,

    for a given inter-tube mode number , for convenience, the frequency associated with the th axial andth circumferential modes will be denoted by . For all the calculations performed in this work, thefollowing radial basis function which is one of the commonest forms with adjustable parameters is

    employed [18]

    exp , (30)To define the support domain at a given point, the dimension of the support domain can be

    determined by , where is the dimensionless size of the support domain and is acharacteristic length that relates to the nodal spacing near the point at . For uniformly distributed nodes,is the distance between two neighboring nodes. For non-uniformly distributed nodes, alternatively, can be characterized as an average nodal spacing in the support domain of . The physical meaning ofthe dimensionless size of the support domain

    is the factor of the average nodal spacing. In one-

    dimensional cases, an average value of can be computed by 1 , in which is anestimated support domain, , at the point . It is worth mentioning that should be a reasonably goodestimate of and is the number of nodes that are covered by a known domain with the dimension of. The first three resonant frequencies of a SS/SS DWCNT for up to 19regular and irregular gridsampling points are listed in Table 1. This table indicates quite obviously the converging trend of the

    present numerical solution with increasing number of sampling points for both given radii of support

    domain.

    Table 1. Convergence of resonant frequencies (THz) of a SS/SS DWCNT

    ( 8.5 , 5, 1.34g cm , 0)Number ofnodes Regular Irregular Regular Irregular Regular Irregular

    9 0.1335 0.1338 0.2644 0.2665 0.4096 0.4462

    11 0.1333 0.1334 0.2640 0.2642 0.4017 0.396213 0.1330 0.1331 0.2637 0.2646 0.4002 0.4011

    15 0.1328 0.1330 0.2635 0.2639 0.3998 0.400517 0.1328 0.1328 0.2634 0.2635 0.3997 0.399919 0.1328 0.1328 0.2634 0.2634 0.3997 0.3997

    9 0.1334 0.1335 0.2641 0.2652 0.4050 0.4420

    11 0.1332 0.1333 0.2639 0.2640 0.4012 0.4026

    13 0.1329 0.1330 0.2636 0.2638 0.3999 0.400915 0.1328 0.1329 0.2634 0.2637 0.3997 0.4001

    17 0.1328 0.1328 0.2634 0.2634 0.3997 0.399819 0.1328 0.1328 0.2634 0.2634 0.3997 0.3997

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  • 8/12/2019 VIBRATIONAL ANALYSIS OF DOUBLE-WALLED CARBON NANOTUBES BASED ON THE NONLOCAL DONNELL SHELL THE

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    model, due

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    APPENDIX A

    Differential operators:

    1 12 21 1 1 12 21 1 1 1 0 12 21 1 1 1 1 0

    1

    1 1

    1

    0

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    104

    12 1 2 1 12 1 2 1 0

    12 1 2

    1

    Algebraic operators:

    1 12 21 1 12 21 1 1 0 12 21 1 1 0

    1 1 0 12 1 2 12 1 2 0 1

    21

    2

    APPENDIX B: EXACT SOLUTION FOR THE NONLOCAL BEAM MODEL

    sin , 1,2 (B.1) 1 1 0 1 1 0 (B.2)Substituting Eq. (B.1) into Eq. (B.2) gives the following algebraic equations 1 1 1

    0

    1 1 1 0(B.3) 0 (B.4)

    where

    1 1 1 1

    (B.5)

    1

    00 1 (B.6)

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    (B.7)The nontrivial solution of (B.4) gives 0. The following explicit formula for the resonantfrequencies of the DWCNT can be obtained as

    22 4 (B.8)

    where 1 1

    1 1 1 1