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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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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
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ifferential o
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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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Schematic of
. Rouhi et al.
37, Number
tia terms.
s. (8) are m
hus, for the
ariables
1
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a CNT treate
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1
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(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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1. Iijima, S2. Elishak
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Lett., V
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5. Eringen,6. Li, R.
elastic
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. (1991). Heli
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ondon., S., Takizaw
rbon Nanotu
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Q method.
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n when the
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es Derived f
-54.
). On differe
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.Nonlocal co
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. C., and Ya
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S/SS DWCN
10 b
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ith differen
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n numerical
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RE
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tober 2013
ed in this
ffect. The
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encies by
ell model
ive error.
from the
encies of
r into the
NTs were
model, is
act. ISTE-
of Double-
em. Phys.
cation and
bedded in
h different
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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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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