Noname manuscript No. (will be inserted by the editor) Enhanced mechanical properties of ZnO nanowire-reinforced nanocomposites: a size-scale effect Kasra Momeni Received: Aug 24, 2013 Abstract A multiscale approach is pursued to develop a shear-lag model in combination with core-surface and core-shell models for capturing size-scale effect on mechanical properties of ZnO nanowire (NW)-reinforced nanocomposites. In the core-surface (core-shell) model surface effects are represented by a zero-thickness (finite-thickness) surface with different elastic modulus as of the central part of NW. Molecular dynamics (MD) technique is utilized for calculating thickness of the shell, in the core-shell model. Closed form of governing equations are derived considering linear elasticity for axisymmetric problem and cylindrical coordinate system. Effect of different parameters including diameter and aspect ratio of NWs are studied to demonstrate application of the developed model. Numerical results disclose that NWs with larger aspect ratio and smaller diameter can carry larger portion of applied stress and are preferred in designing high performance nanocomposites. This result is in agreement with reported computational and experimental data. Keywords Nano composites · Polymer-matrix composites (PMCs) · Smart materials · Electrical properties · Multiscale modeling · Size-scale effect 1 Introduction Recently, ZnO nanostructures and in particular nanowires have attracted the attention of research community for their mechanical [1, 2] and piezoelectric properties [3, 4]. Zinc oxide NWs have superior mechanical properties relative to their bulk form [1, 2], large aspect ratio, and low production costs. K. Momeni Aerospace Engineering Department, Iowa State University, Ames, IA, USA 50011 Tel.: +1 (515) 294-8387 Fax: +1 (515) 294-3262 E-mail: kmomeni@iastate.edu 2 Kasra Momeni Generating electric potential by bending ZnO NWs, or using multiscale devices constructed of an array of ZnO NWs have been reported [5, 6]. Finite element modeling technique followed by experimental studies were utilized to demonstrate the generation of electric potential in ZnO NWs [5, 7]. The atoms that are located at the surface/interface experience a different environment than their bulk counterparts. They have a different coordination number and consequently a different energy. Reducing the size of materials and structures to inter-atomic distances, as in the case of nanomaterials and nanostructures, places a larger portion of the atoms at the surface/interface. Therefore, total energy of the structure and consequently its properties will be size dependent. Effect of size-scale on mechanical properties of ZnO NWs was captured using both experimental studies [1, 2] and theoretical calculations [2, 8]. Experimental studies show the elastic modulus depends on diameter, d, of ZnO NWs, and increases from 147.3GPa for thick NWs (200nm ≤ d ≤ 400nm) to 249.3GPa for thin (d ' 40nm) NWs [9]. This behavior was interpreted in the context of a core-surface [10] and a core-shell [2] model. Commonly, using individual ZnO NWs can not provide sufficient power for micro/nano devices [5, 6] and utilizing multi-scale devices is inevitable. Various energy harvesting nanodevices were fabricated based on connecting individual ZnO NWs [6, 11]. Multiscale modeling assists in designing nanodevices which utilize ZnO NWs by predicting the overall property of the device as a function of its structural geometry [12]. Nanocomposite electrical generators (NCEGs) are one of the multiscale devices successfully built experimentally [11] and studied theoretically [12], where the load transfer mechanism between polymer matrix and ZnO NWs plays a key role in their performance. Efforts have been made to assess the load transfer between matrix and nanoscale reinforcement phase of nanocomposites, which includes experimental studies [13], molecular dynamics simulations [14, 15], and continuum based models [16, 17]. Extensive studies has also been performed on the stress transfer problem for traditional fiber-reinforced composites, e.g. the shear-lag model proposed by Cox [18]. Although this model provides a good estimate for the stress transfered to the matrix, it neither accounts for the stress transfer from matrix at the ends of fiber, nor the size-scale effects. The objective of this study is developing a multiphysics analytical model to predict size-scale effects on load transfer between the matrix material and embedded ZnO NWs. This is a step toward understanding the strengthening mechanism of NWs in nanocomposites, and also the first step toward capturing size-scale effect on electric potential generation in nanocomposite electrical generators. The remainder of this paper is organized as follows: in the first following section a core-shell and a core-surface model are described. Then a shear-lag model is elaborated, followed by describing case studies of ZnO NWs with different diameters. Finally, results of this study is summarized in the last section. Title Suppressed Due to Excessive Length 3 2 Size-scale effect on mechanical properties of ZnO NWs Mechanical properties of different nanowires have been studied experimentally, which shows a wide range of behavior for nanowires of different materials [19, 20]. In addition to the experimental studies, mechanical properties of nanowires were also studied theoretically by adding corrections to the continuum mechanics theory [21, 22] and atomistic simulation techniques [23], where they are explained in terms of surface stresses [22] and using direct atomic simulations [24]. Difference between the elastic modulus of nanosized materials calculated using atomistic simulaitons and continuum mechanics technique was attributed to the geometry, a characteristic length, surface and bulk elastic constants of these structures. In the case of ZnO NWs, their mechanical properties were reported experimentally [1, 2, 25], theoretically[26] and using computational simulations [23]. The elastic modulus of ZnO NWs shows a strong dependence on the utilized experimental technique. The reported elastic modulus of ZnO NWs are: 29(±8)GPa using a single clamped NW bending experiment [27], and 31(±2)GPa by three-point bending test [28]. Experimental results of size-scale effect on the elastic modulus of ZnO NWs show different trends – i.e., increase in the elastic modulus of ZnO NWs as a function of diameter [2] as well as diameter-independent [25] are reported. Different mechanisms have been proposed in order to demonstrate the sizedependence of mechanical properties of ZnO nanostructures. Theoretical studies [29] show (101̄0) free surfaces relax by contraction of bond length, which extend at least five to six layers below the film surface [29]. Although in some studies [29] nonlinear elastic response of NW core was considered to be a major factor in determining the elastic modulus, surface bond saturation [30], and surface bond reconstruction [2] are also reported as the source of size-scale effects. In this study, size-dependent elastic modulus of ZnO NWs is described in the context of a core-surface [2] and a core-shell [10] models. Although different models exists to capture the surface and size-scale effects such as semi-continuum models [31] and non-local elasticity [32], the core-surface and core-shell models have advantages. Their main advantage is capturing the size-dependent properties of the nanostructures with an acceptable accuracy while keeping the formulation analytically tractable. This is a key point in deriving the governing equations of complex structures such as nanocomposites. However, these models have limitations on the size of nanostructures that they can be applied to. Their main assumption–i.e., presence of a core structure with properties of the bulk material, is not valid for materials with extremely small dimensions such as complexions.[33] Subsequently, a multi-scale continuum model is developed to capture the sizescale effect on the stress transfer in ZnO NW reinforced nanocomposites. The developed model is then utilized for analyzing effect of different parameters on the performance and mechanical characteristics of NCEGs. 4 Kasra Momeni Fig. 1 (a) In the real NW the size-scale effect causes the bonds to relax as we move toward the surface which results in higher elastic modulus of the surface atoms. (b) In the Core-Shell model, surface effect is modeled by a shell of thickness t with an effective constant elastic modulus which is different than the elastic modulus of the core part with radius rc . 2.1 Core-Surface model Effect of surface on elastic properties of materials has been extensively studied by Gurtin and Morduch [34] using force and moment balance laws. Cammarata [35] has modeled surface and interface stresses as work per unit area necessary to stretch the surface. A core-surface model was introduced by Miller and Shenoy [36] which introduces a size-scale factor to calculate deviation in mechanical behavior of nanomaterial from what was predicted by continuum theory. The core-surface model considers the NW as a composite structure of a core with elastic modulus of bulk and a zero-thickness surface of elastic modulus, Esr ,(with units of P a · m). Elastic modulus of a NW under tensile loading is Esr , (1) E = Ec + 2 r where r is the radius of NW [10]. Although classical core-surface models consider the effect of surface tension [34, 36, 37], this effect has been neglected here [10]. Considering elastic isotropic materials–i.e. G = E/2(1 + υ), and assuming same υ for core and surface, the core-surface model for shear modulus is Gsr G = Gc + 2 , (2) r where Gc is the shear modulus of core and Gsr is the shear modulus of surface. 2.2 Core-Shell model As stated above, surface bond relaxation results in the change of mechanical properties of nanostructured materials [38]. In a core-shell model surface effects were captured by considering the NW as a composite structure, Fig. 1, with a core having elastic modulus of bulk material, Ec , and an outer surface shell coaxial with the core having constant surface elastic modulus of Es . All surface effects including the change in elastic modulus as a result of bond contraction is captured in surface elastic modulus Es . Using the relation for axial stiffness of NW: EA = Ec Ac + Es As , (3) Title Suppressed Due to Excessive Length 5 Fig. 2 Effect of diameter on thickness of the shell. Different ZnO NWs are simulated using MD technique to find thickness of the shell in the core-shell model. Simulations are performed for infinitely long NWs using periodic boundary conditions and details can be found in [39]. Shell-thickness is defined as the thickness at which radial atomic strain is larger than 0.01– i.e., the atomic strain for smallest NW, ro ∼ 2nm, which core-shell model is still applicable. Nanowires with diameters (1) 4.245 nm, (2) 4.9 nm, (3) 5.55 nm, (4) 6.2 nm, (5) 6.857 nm, and (6) 19.31 nm are simulated, which show an approximately constant shell thickness of < 2.5 nm. where E is effective elastic modulus, A is the cross-section area, Ac is surface area of core, and As is surface area of shell, respectively. Approximating NW as a perfect cylindrical object followed by considering rc as radius of the core, and t as shell thickness, the relation between elastic modulus of NW and elastic properties of core and shell are: Ec (r − t)2 + Es (2r − t)t . (4) E= r2 Here r = rc + t is the radius of NW. Considering the relation between shear stress, G, and elastic modulus, E, for elastic isotropic materials – i.e. G = E/2(1 + υ), and assuming same υ for core and shell, the core-shell model for shear modulus is Gc (r − t)2 + Gs (2r − t)t G= , (5) r2 where Gc is the shear modulus of core and Gs is shear modulus of shell. Using the core-shell model requires the knowledge of the shell thicknesses, which needs to be obtained from experimental measurements or atomistic calculations. Although inventing the in situ characterization techniques made the experimental measurement of this thickness feasible, utilizing such techniques are still challenging. Here, the latter approach–i.e., MD simulation technique, is pursued to calculate the thickness of the shell. The ZnO NWs with wurtzite crystal structure and diameters ranging from 4.25 nm to 19.31 nm (Fig. 2) are studied. Rigid ion approximation [40] is used and interactions between the Zn and O ions are modeled with Binks inter-atomic potential [41], qi qj −rij C E (rij ) = + A exp (6) − 6, rij ρ rij where A, C, and ρ are material parameters and their corresponding values are listed in table 1; rij is the distance between two ions; and qi is the charge of i’th ion. The terms on the right-hand side of equation (6) are the long-range 6 Kasra Momeni Table 1 Parameters of the Buckingham potential of ZnO, introduced by Binks et al. [41] Ions O2− − O2− Zn2+ − Zn2+ Zn2+ − O2− A (eV) 9547.096 0.0 529.70 ρ (Å) 0.21916 0.0 0.3581 C(eV −6 ) 32.0 0.0 0.0 Coulombic, and short-rage repulsive and attractive interactions, respectively. The long-range Coulombic interactions for ZnO NWs were calculated using the Wolf summation technique, which correctly treats the long-range interactions at the surfaces of finite size structures. [42] The damping coefficient in the Wolf summation technique is chosen to be 0.4 and a cut-off radius of 1 nm are considered [39, 43]. The molecular models of ZnO NWs were simulated for 20ps in the NVT ensemble at 0.01K without applying any external load. The structure of ZnO NWs before and after equilibrium are compared to calculate the shell thickness. It was revealed that a nonzero core forms only for NWs with a diameter greater than ∼ 4.9 nm, which has a radial strain of ∼ 0.01. This strain value is used to determine the shell thickness of NWs with larger diameters. It was revealed that this thickness remains constant as the diameter of the NW increases. It is shown that the relaxed surface thickness–i.e., thickness with radial strain larger than 0.01, is < 2.5 nm and independent of diameter. The value of 0.01 is chosen as it is the radial atomic strain for smallest NW, ro ∼ 2nm, which core-shell model is still applicable. For the core-shell model, shell thickness was considered to be fixed and equal to 2.42 nm, which is in consistent with reported experimental values [10] and interatomic bond length reported using atomistic calculations [44]. The minimum diameter of a NW that core-shell model can be applied to is the one with zero core radius– i.e., a radius of 2.42 nm. Therefore the proposed core-shell model is only applicable for NW with diameter larger than 4.84 nm. Except this limitation of core-shell model, there is no limitation on size of NW that can be modeled in this context. Size-scale effect on elastic modulus of ZnO NWs is shown in Fig. 3, using both a core-surface and a core-shell model. 3 Problem configuration and shear-lag model Despite significant challenges, fabrication of nanocomposites reinforced by well-aligned and evenly disseminated nanofibers have been reported [45]. For the purpose of analytical modeling of such nanocomposites a hypothetical model composed of perfectly aligned and uniformly distributed NWs in an epoxy matrix is considered, as shown in Fig. 4. A cylindrical representative volume element (RVE) (depicted by a shaded cylinder in Fig. 4 and sketched separately in Fig. 5) composed of a center-aligned NW perfectly bonded to an epoxy matrix, is considered. Although a prismatic RVE with square Title Suppressed Due to Excessive Length 7 Fig. 3 Elastic modulus of ZnO NWs as a function of radius modeled with the core-surface, black solid line, and the core-shell, red dotted line is shown. Fig. 4 Schematic representation of the nanocomposites model. The corresponding RVE is shown by a shaded cylinder enclosing a single NW. cross-section is ideal, considering a cylindrical RVE is justified by the assumption of low NW concentration and vanishing interaction between NWs in neighboring unit cells. The chosen RVE configuration makes the solution to be analytically tractable, while keeping the results within an acceptable range of error [46, 47]. Here, the ZnO NW and epoxy matrix are treated as isotropic materials. Although ZnO NW is an orthotropic material, previous studies revealed that using isotropic assumption leads to results with acceptable accuracy [48]. A shear-lag model was originally introduced by Cox[18] for analyzing the load transfer between a matrix material and embedded fiber. Later on this model was elaborated by Nairn [49] using equations of elasticity for axisymmetric stress states in transversely isotropic materials. However, in these studies effect of stress transfer from both ends of the fiber is neglected. An improved shear-lag model which also considers the stress transfer between the matrix and fiber was introduced by Gao and Li [46]. Despite advantages of latter model, it considers a constant elastic modulus for the nanofibers. In this research study, the shear-lag model obtained in Ref [46] is expanded for ZnO NWs with diameter-dependent elastic coefficient. Two different mod- 8 Kasra Momeni Fig. 5 Schematic representation of the composite’s RVE which has an outer radius of R. The radius of NW is ro , and origin of the coordinate system is considered to be at the center of NW which has a length 2Lf . Reprinted with permission from [12]. Copyright 2010, American Institute of Physics. els, core-surface [10] and core-shell [2], are used for describing relation between elastic modulus of a NW and its diameter. There are three major assumptions in deriving governing equations [49] which are i ) bonding between matrix and fiber is perfect and variation of axial stress along axis in fiber f and matrix are functions of the location along axis – i.e. ∂σzz /∂z = f (z), m ∂σzz /∂z = g(z); ii ) axial deformation is much larger than radial deformation –i.e. |∂w/∂r| |∂u/∂z|; iii ) axial stress is much larger than hoop stresses–i.e. σrr + σθθ σzz . Simulation results indicate that maximum stress in NWs is a function of diameter and aspect ratio of NWs, and increases by decreasing (increasing) the diameter (aspect ratio) of NWs. 3.1 Governing equations Considering the axisymmetric configuration of this problem, governing continuum equations were expressed in cylindrical coordinate – i.e. (r, θ, z). Properties of NW and matrix are specified by superscripts f and m, respectively. The conservation of linear momentum in absence of body forces and acceleration is ∂σrr ∂σrz σrr − σθθ + + = 0, (7a) ∂r ∂z r ∂σrz ∂σzz σrz + + = 0. (7b) ∂r ∂z r Defining u and w as displacement along r and z direction, geometrical equations for ZnO NW can be written as εrr = ∂u/∂r, (8a) γrz = ∂u/∂z + ∂w/∂r. εθθ = u/r, (8d) (8b) εzz = ∂w/∂z, (8c) Title Suppressed Due to Excessive Length 9 Considering the ZnO NW and epoxy matrix as isotropic materials under axisymmetric loading, using infinitesimal strain formulation the constitutive equations for NW and matrix are 1 1 [σrr − ν (σθθ + σzz )] , (9a) εθθ = [σθθ − ν (σzz + σrr )] ,(9b) εrr = E E σrz 1 γrz = . (9d) εzz = [σzz − ν (σrr + σθθ )] , (9c) G E f It should be noted that elastic modulus of NW, E , is a function of radius. The governing boundary condition for axial loading on RVE is T m |r=R = 0, (10a) T m |z=±Lf = ±σ êz , (10b) where T is traction vector, R is radius of RVE, L is length of RVE, and êz is the unit vector along z-axis. Force balance at the interface of NW and matrix results in (11a) T f −L <z<L ,r=ro = T m |−Lf <z<Lf ,r=ro , f f m f (11b) T z=±L ,0<r<ro = T |z=±Lf ,0<r<ro . f In order to derive the governing equations, RVE is divided into two distinct parts one that is reinforced by NW, and the other contains only the matrix. Solution of governing equations is elaborated in next two sections. 3.2 Solution in reinforced region Integrating equation (7b) with respect to r from 0 to ro for a NW is Z ro Z ro f ∂σzz 1 1 ∂ 1 f (2πr) dr + rσrz (2πr) dr = 2 2 πro 0 ∂z πro 0 r ∂r Z ro ∂ 1 2 f f r0 = 0, (12) σ (2πr) dr + 2 rσrz zz 2 0 ∂z πro 0 ro where the first term in equation (12) shows average axial normal stress over cross section of NW and can be expressed as follows Z ro 1 f f σ̄zz = 2 σzz (r, z) · (2πr) dr. (13) πro 0 Taking derivative of equation (13) with respect to z and substituting to (12) f f at r = ro is represented by τof . /dz = −2τof /ro , where σrz results in dσ̄zz f Assuming ∂σzz /∂z = f (z) and using equation (7b), f ∂σrz σf + f (z) + rz = 0, (14) ∂r r f with a solution as, σrz = −f (z)·r/2+c1 /r; Considering axisymmetric geometry f of this problem, σrz vanishes on the axis, and solution of equation (14) reduces to, 1 f σrz = − f (z) · r. (15) 2 Therefore equation (15) simplifies as 10 Kasra Momeni r 2 f f σrz = τof (z) . (16b) τo (z), (16a) ro ro Integrating (7b) with respect to r from ro to R and using (10a) gives, RR m m m (r, z) (2πr) dr. Asdσ̄zz /dz = 2ro /(R2 − ro2 )τof where σ̄zz (z) = π(R21−r2 ) ro σzz o m suming ∂σzz /∂z = g(z), where g(z) is an unknown function which must be determined. Utilizing equation (10a) and integrating with respect to r from r to R leads to f (z) = − m σrz = g(z) R2 − r2 · . 2 r (17) Substituting (17) to (11b), 2 · ro f τ . R2 − ro2 o Combining equations (17) and (18) leads to, 2 R − r2 ro m σrz (r) = 2 τof . R − ro2 r Assuming |∂u/∂z| |∂w/∂r|, and using equations (8d) and (9d), g(z) = (18) (19) ∂wm ∂wf m σrz = Gm . (20b) , (20a) ∂r ∂r Substituting equation (20b) in (19),τof = Gm (R2 −ro2 )/(R2 −r2 )·r/ro ·∂wm /∂r which by integrating from ro to R results in, m wR − wrmo R2 − ro2 τof = Gm . (21) 2 ro R ln (R/ro ) − 1/2 (R2 − ro2 ) Combining equations (21) and (19), result in m 2 2 − wrmo wR m mR − r σrz (r) = G . (22) r R2 ln (R/ro ) − 1/2 (R2 − ro2 ) Substituting equation (22) to (20b) and integrating from ro to r results in " # m wR − wrmo · R2 ln (r/ro ) − 1/2 r2 − ro2 m m . (23) wr (r, z) = wro + R2 ln (R/ro ) − 1/2 (R2 − ro2 ) f σrz = Gf Using equations (8c) and (9c), and assuming σrr + σθθ σzz for both NW and matrix material gives the constitutive equations of NW and matrix along z-axis as ∂wm ∂wf m f σzz = Em . (25) σzz = E f (r) , (24) ∂z ∂z Substituting equation (23) to (25), R2 ln (r/ro ) − 1/2 r2 − ro2 m m m σzz =σzz |r=ro + 2 [σ m |r=R − σzz |r=ro ] . (26) R ln (R/ro ) − 1/2 (R2 − ro2 ) zz Using the conservation of linear momentum along the z-axis, Z ro Z R f m πR2 σ = σzz · (2πr)dr + σzz (2πr)dr, (27) 0 ro Title Suppressed Due to Excessive Length 11 equations (13), (26), and (7b) results in, m m f m σzz |r=R = σzz |r=ro + R2 σ − σ̄zz ro2 + σzz |r=ro ro2 − R2 R2 ln (R/ro ) − 1/2 R2 − ro2 × 4 . (28) R ln (R/ro ) − 1/4 (R2 − ro2 ) · (3R2 − ro2 ) Combining equations (21), (25) and (28) gives the governing differential equations for NW’s stress along z-axis as f m σ̄zz ro2 − R2 σ + σzz |ro R2 − ro2 R2 − ro2 1 d2 σ fzz = . (29) dz 2 ro2 1 + νm R4 ln (R/ro ) − 1/4 (R2 − ro2 ) (3R2 − ro2 ) Assuming perfect bonding between NW and matrix material – i.e. εm zz |r=ro = εfzz |r=ro , results in Em f m σ |r=ro . (30) σzz |r=ro = f E (r) zz f f Assuming low volume fraction of fiber, σzz ≈ σ̄zz , and using equation (30) gives f d2 σ̄zz f − η 2 α2 (r)σ̄zz = −R2 η 2 σ, (31) dz 2 which is an ordinary differential equation with constant coefficients, and η 2 = R2 −ro2 1 Em 1 2 2 2 2 ro2 1+νm × R4 ln(R/ro )−1/4(R2 −ro2 )(3R2 −ro2 ) and α (r) = ro + E f (r) R − ro . Solving equation (31) results in R2 σ f (32) σ̄zz = A(r) sinh (η α(r)z) + B(r) cosh (η α(r)z) + 2 . α (r) Substituting in equation (13), gives 2τ f − o = η α(r) [A(r) cosh (η α(r) z) + B(r) sinh (η α(r) z)] . (33) ro Substituting equations (28), (30), and (32) in (26) results in R2 ln (r/ro ) − 1/2 r2 − ro2 m R2 σ + σzz = 2 R ln (R/ro ) − 1/4 (R2 − ro2 ) · (3R2 − ro2 ) 2 h i m Em R ln (R/ro ) − 1/2 R2 − ro2 · ro2 + EEf (r) R2 − ro2 − × E f (r) R4 ln (R/ro ) − 1/4 (R2 − ro2 ) · (3R2 − ro2 ) R2 σ A(r) sinh (η α(r)z) + B(r) cosh (η α(r)z) + 2 . (34) α (r) Using (33) in (16b) results in, r f σrz = − ηα(r) {A(r) cosh (η α(r)z) + B(r) sinh (η α(r)z)} . (35) 2 Finally, the use of (33) in (19) gives, ro2 η α(r) R2 m σrz = r− {A(r) cosh (η α(r)z) + B(r) sinh (η α(r)z)} . 2 (R2 − ro2 ) r (36) f f m m Equations (32) and (34) to (36) represent σ̄zz , σrz , σzz and σrz , respectively. The pure matrix region must be considered in order to calculate two 12 Kasra Momeni constant coefficients A and B. Equations that are derived in the reinforced region will be used in the pure matrix region by considering a virtual NW with mechanical properties the same as mechanical properties of matrix material. 3.3 Solution in the pure matrix region Solution of reinforced matrix region is used for pure matrix region by substituting Ef = Em in equation (32) that results in q 2 2 R −ro R2 1 m z + σ̄zz = A0 (r) sinh 2 2 2 2 2 4 q 2 ro2 1+νm R ln(R/ro )−1/4(R −ro )(3R −ro ) (37) 2 R −ro 1 R B 0 (r) cosh z + σ, 2 4 2 2 2 2 r 1+νm R ln(R/ro )−1/4(R −r )(3R −r ) o o o where A0 and B 0 are the same as A and B in equation (32) and functions of r. A0 and B 0 are determined to be zero using boundary conditions (10a). In the next step, using equation (32), (10a) and (11b), A and B are calculated as (38b) B = −R2 + α2 σ sech[Lf α η]/α2 . A = 0, (38a) Substituting A and B into equations (32) to (36) gives, −R2 + α2 σ cosh[z α η]sech[Lf α η] R2 σ f σ̄zz = 2 + , (39a) α α2 ro −R2 + α2 ησ sech[Lf α η]sinh[z α η] , (39b) σof = − 2α R2 ln (r/ro ) − 1/2 r2 − ro2 m R2 σ + σzz = 2 R ln (R/ro ) − 1/4 (R2 − ro2 ) · (3R2 − ro2 ) i h 2 m Em R ln (R/ro ) − 1/2 R2 − ro2 · ro2 + EEf (r) R2 − ro2 − × E f (r) R4 ln (R/ro ) − 1/4 (R2 − ro2 ) · (3R2 − ro2 ) # " −R2 + α2 σ sech[Lf α η] R2 σ cosh (η α(r)z) + 2 (39c) α2 α (r) ( ) −R2 + α2 σ sech[Lf α η] r f σrz = − ηα(r) sinh (η α(r)z) , (39d) 2 α2 ( 2 2 −R2 + α2 σ sech[Lf α η] r η α(r) R o m σrz = r− 2 (R2 − ro2 ) r α2 ) sinh (η α(r)z) , (39e) where size-scale effect is captured through elastic modulus of the fiber, E f , and is a function of r. Title Suppressed Due to Excessive Length 13 4 Case study Parameter studies are used for illustrating the developed model. Here, effect of aspect ratio, Lf /r, and radius, r, on axial and interfacial shear stresses and their maximum values are studied for three different NWs with aspect ratios of 7.8, 10.1, and 12.8, and three radii of 10 nm. Elastic modulus of core, surface, shell, and matrix are Ec = 115 GPa [10], Esr = 267 Pa · m [10], Es = 244.4 GPa [10], Em = 2.41 GPa [46], respectively. Poisson’s ratio of matrix is νm = 0.35 and thickness of the shell is t = 2.42 nm [10] that is also in consistence with MD simulations. Distribution of normalized average f f axial normal stress, σ̄zz /σ, and normalized shear stress, σrz /σ, are studied when elastic modulus is size-dependent utilizing the core-surface and core-shell models (Figs. 6, 8). Size independent model is obtained by assuming zero surface elastic modulus in the core-surface model. The same goal is achieved for the core-shell model using the same elastic modulus for the shell material as used for the core material – i.e. Ec = Es . Distribution of normalized shear stress and normalized average axial normal stress calculated using this model without surface effects is the same as previously proposed shear-lag models [46, 47], which verifies the feasibility of the proposed model. f /σ along the length of three NWs with aspect ratios of 12.8, Variation of σ̄zz 10.1, and 7.8 is illustrated in Fig. 6 using the core-surface and the core-shell model. The normalized average normal axial stress vanishes at both ends of NW and it reaches a maximum value at the center of NW as shown in Fig. 6. f /σ for a given point along a NW is higher for Furthermore, it is seen that σ̄zz the ones with larger aspect ratio. Considering the equilibrium conditions at each cross-section of RVE, it is expected that σ̄zz /σ follows an opposite trend m /σ in matrix is inversely proportional in matrix material. In other words, σ̄zz f to the aspect ratio of NW. Maximum value of σ̄zz /σ as a function of radius of NWs with aspect ratios of 12.8, 10.1, and 7.8 is shown in Fig. 7 for the f /σ core-surface and the core-shell models. It is seen that maximum value of σ̄zz increases by increasing the aspect ratio of NWs. Furthermore, it reduces as diameter of NWs increase and reaches a value predicted by the corresponding model with neglected surface effects. f /σ, is shown in Fig. The change in normalized interfacial shear stress, σrz 8 along the length of three NWs with aspect ratios of 12.8, 10.1, and 7.8 using the core-surface and the core-shell models. The normalized interfacial shear stress vanishes at center the of NW and reaches an extremum value at both ends of NW, which are shown in Fig. 8. Furthermore, it is seen that f /σ for a given point along NW is smaller for NWs with larger aspect ratio. σrz f /σ as a function of radius of NWs with aspect ratio of Maximum value of σrz 12.8, 10.1, and 7.8 for a core-surface and a core-shell model is shown in Fig. 9. It is illustrated that maximum normalized interfacial shear stress increases by increasing aspect ratio of NWs and reduces by increasing the diameter of NWs to a value predicted by the corresponding model with no surface effects. Comparing the results for a core-surface and a core-shell model, it 14 Kasra Momeni r = 10 nm r = 10 nm 20 20 L /r = 12.8 nm L /r = 12.8 nm f f L /r = 10.1 nm 15 15 f L /r = 10.1 nm f L /r = 7.8 nm L /r = 7.8 nm f f 5 zz 10 f zz f 10 5 0 0 -5 -5 -100 -50 (a) 0 50 100 -100 -50 (b) z (nm) 0 50 100 z (nm) f Fig. 6 Distribution of normalized average axial normal stress, σ̄zz /σ, which is calculated from (a) Core-Surface model and (b) Core-Shell model, is shown along NWs with three different aspect ratios (I) Lf /r = 12.8, (II) Lf /r = 10.1, and (III) Lf /r = 7.8. Core-Surface Model Core-Shell Model 18 18 W ith Size-Effect W ith W ithout Size-Effect 16 16 L /r = 12.8 f L /r = 12.8 12 14 L /r = 10.1 f zz f zz f, max L /r = 10.1 f, max f 14 12 L /r = 7.8 f L /r = 7.8 f 10 (a) Size-Effect W ithout Size-Effect 10 0 20 40 60 r (nm) 80 100 120 0 (b) 20 40 60 80 100 120 r (nm) f,max Fig. 7 Maximum normalized average normal axial stress, σ̄zz /σ, as a function of NW’s radius, r, calculated from (a) the Core-Surface, and (b) the Core-Shell model, is shown. Here, NW’s with three aspect ratios (I) Lf /r = 12.8 (blue line), (II) Lf /r = 10.1 (red line), (III) Lf /r = 7.8 (black line) are considered for a case including surface effects (solid lines) and the one without surface effects (dotted lines). can be concluded that the maximum interfacial shear stress predicted by the core-surface and the core-shell models are almost the same. 5 Summary A multiscale approach was pursued for modeling interfacial stress transfer in a polymer matrix nanocomposite which reinforced with ZnO NWs. Size scale effect is implemented using a core-surface and a core-shell model for elastic modulus of NWs. A cylindrical shaped RVE of a ZnO NW embedded in an epoxy matrix is considered. Although ZnO NWs have hexagonal cross-section, previous studies show that modeling ZnO NWs as cylinder is an acceptable approximation [48]. The problem was formulated in cylindrical coordinate using elasticity theory and shear-lag analysis. Using this approach, closed form formulas were derived for normal and shear stress components in NW and matrix. Title Suppressed Due to Excessive Length 15 r = 10 nm r = 10 nm 2 2 L /r = 12.8 1 L /r = 12.8 1 f f L /r = 10.1 L /r = 10.1 L /r = 7.8 L /r = 7.8 f f f 0 rz f 0 rz f f -1 -1 -2 -2 -150 -100 -50 0 50 100 150 -150 z (nm) (a) -100 -50 0 50 100 150 z (nm) (b) f Fig. 8 Distribution of normalized shear stress, σrz /σ, is calculated using (a) Core-Surface model and (b) Core-Shell, along NWs with three different aspect ratios (I) Lf /r = 12.8 (blue line), (II) Lf /r = 10.1 (red line), and (III) Lf /r = 7.8 (black line). Core-Shell Core-Surface 1.9 1.9 W ith W ith Size-Effect 1.8 f 1.7 L /r = 10.1 rz f L /r = 7.8 1.6 f 1.5 L /r = 12.8 f 1.7 rz L /r = 12.8 f, max 1.8 f, max Size-Effect W ithout Size-Effect W ithout Size-Effect L /r = 10.1 f L /r = 7.8 1.6 f 1.5 0 20 40 60 r (nm) 80 100 120 0 20 40 60 80 100 120 r (nm) f,max Fig. 9 Maximum normalized interfacial shear stress, σrz /σ, calculated as a function of NW’s radius from (a) the Core-Surface, and (b) the Core-Shell model is shown. Three different aspect ratios (I) Lf /r = 12.8 (blue line), (II) Lf /r = 10.1 (red line), (III) Lf /r = 7.8 (black line) are considered when surface effects are included (solid line) and without surface effects (dotted line). It was shown that newly developed model is consistent with classical shearlag formulation when surface effects are neglected [47]. A parameter study on the effect of aspect ratio and diameter of NWs was performed to demonstrate this model. Numerical results show that aspect ratio and diameter of NWs play a key role in mechanical performance of nanocomposites, and NWs with smaller diameter and larger aspect ratios should be used to achieve higher performance. This is in agreement with previously reported theoretical and experimental studies. In order to simplify the model and make it analytically tractable, effect of piezoelectric response of ZnO NWs on their mechanical properties [50] has been neglected. However, neglecting the coupling of electrical and elastic properties of NW results in overestimating the elastic modulus of ZnO NWs and subsequently overestimating stress in NW and underestimating it in matrix, which must be considered when designing a nanocomposite. Nevertheless, surface effects were included in our model using a core-surface, equation (1), and a core-shell, equation (4), model through the elastic modulus of NWs, Ef , and subsequently in calculation of stress through equations (39e) to (39a). 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