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4.2 Phenomenological Constitutive Models 175
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4.2.2 Incremental Moduli
In general, the stress–strain–history relationships of arteries are highly nonlinear (Fung, 1993). A well-accepted approach to nonlinear elasticity uses the incremental formulation. In this approach, a linearized relationship between the incremental stresses and strains is obtained by subjecting the vessel to a small perturbation about the in vivo condition. Using this approach, one can determine the relation between stress and strain (and consequently incremental elastic modulus) within the physiological regime. In conjunction with the incremental modulus, the measure­ment of strain under in vivo conditions will yield a value of stress. Hence, the incremental approach allows the elucidation of the full mechanical status (stress, strain, and incremental modulus) in the vicinity of the in vivo state. Furthermore, it simplies the characterization of the mechanical status of the vessel wall to a single parameter in the respective direction (e.g., incremental moduli in the circumferential, axial, and cross direction).
Lu, Pandit, and Kassab (2004) determined the incremental moduli of the coronary arteries as a two-layer structure: (1) Intima-media layer (endothelial cells and vascular smooth muscles, including elastin and some collagen); and (2) Adventitia layer (collagen, broblasts, and elastin). The vessel wall is initially mechanically tested intact and subsequently as intima-medial or adventitial layer. Two experi­ments are done for each layer which includes ination and axial stretching. The longitudinal stretch ratio (λ transmural pressure (P) is varied from 110 to 163 cm H H
O a t every λz(using a Ca+2-free Krebs solution to prevent vessel tone). The
2
incremental elastic moduli in the individual layers at in vivo (homeostatic) condi­tions are computed from the stress–strain relation and zero-stress state of the whole tube and individual layers with the method of analysis presented in Appendix 2.A simple biomechanical model is proposed to compute the incremental modulus of adventitia from that of the intact vessel and media or that of the media from the intact vessel and adventitia (Appendix 2).
The opening angles for the intact RCA and LAD artery are 140 30.3 134 35.5
, respectively. When the adventitia is dissected away, additional com-
pressive residual strain is relieved and the opening angle of the media for the RCA and LAD artery increased to 210 38.6 media is dissected away, additional tensile residual strain is relieved as reected by the decrease of opening angle of the adventitia for the RCA and LAD artery to
98.1 36.5
and 108 35.8, respectively.
The data on the circumferential incremental moduli for the intact LAD artery and medial and adventitial layers are summarized in Table 4.2 (Appendix 2) for each individual animal. In ve animals, the intact LAD artery and its media are measured while the adventitia is calculated from Eqs. (4.23a , 4.23b) at a mean stress level of 45–48 kPa. In ve additional animals, the intact LAD artery and adventitia layers are directly measured while the media is simil arly computed. In order of increasing moduli, it is found that media > intact > adventitia as seen in Table 4.2.
) is varied from 1.3 to 1.5 in increments of 0.05 and the
z
O in increments of 13.3 cm
2
and 198 36.5, respec tively. When the
and
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Furthermore, the computed value of adventitia in the rst group of animals (top portion of Table 4.2) is not statistically different than the measured adventitia in the second group of animals (lower portion of Table 4.2). Similarly, there is no statis­tically signicant difference between the computed and measured media. Table 4.3 (Appendix 2) shows equivalent data for the axial direction in the same vessels. In the axial direction, the moduli are found to increase in the order of adventitia > intact > media. Furthermore, the vessel is non-isotropic mechanically in that the circumfer­ential and axial material properties are different. Interestingly, the intact vessel and the media are both stiffer in the circumferential direction, while the adventitia is stiffer in the longitudinal direction (although not statistically signicant, p ¼ 0.075) at the in vivo loading (45–48 kPa). The differences in the calculated and measured values of longitudinal incremental moduli are also not statistically signicant. Hence, the linear model (Fig. 4.19, Appendix 2) provides a reasonable approxima­tion for prediction of incremental moduli.
Tables 4.4 and 4.5 (Appendix 2) show the incremental moduli in the circumfer­ential and axial direction, respectively, for the RCA. The conclusions are similar to those of the LAD artery in relation to the relative stiffness of the two layers and the intact vessel. Furthermore, there are no statistically signicant differences between the RCA and LAD artery for the intact vessel, media, and adventitia. The compar­ison of the LAD artery and RCA is made at different homeostatic range of stress (LAD artery: 44–48 kPa; RCA: 36–38 kPa) for the same distension pressure and longitudinal stretch. This is due to the differences in the diameter and wall thickness of the two vessels. Hence, the coronary arterial wall must be considered as a composite, anisotropic structure.
The incremental cross-moduli for the intact LAD artery and the intima-medial and adventitial layers are shown in Table 4.6 (Appendix 2). For the intact segment, the circumferenti al and longitudinal moduli are signicantly larger than the cross­modulus. For the media, the circumferential moduli are signicantly larger than the cross-modulus alth ough there are no statistically signicant differences between the longitudinal and cross-modulus. The converse is true for the adventitia where the circumferential modulus is not signicantly different, while the longitudinal modu­lus is signicantly larger than the cross-modulus. Table 4.7 (Appendix 2) shows similar data on the cross-modulus for the RCA artery.
The above ndings suggest that the media bears 62 13% of the circumferential tension and the adventitia bears 38 13% of the circumferential tension. Under the same loading, the media carries 24 15% of the longitudinal tension and adventitia layers carry 76 15% of the longitudinal tension. These results support the notion that most of the circumferential tension lies in the media under homeostatic condi­tions and predicts that the converse is true for the longitudinal direction. Under increased loading, such as in hypertension or angioplasty, the moduli in the adven­titia increase signicantly and the burden of tension bearing may shift to the adventitia.
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4.2.3 Strain Energy Function (SEF)
The constitutive equation of the blood vessel wall is a debated subject in earlier years (see Review in Fung (1993)). Eventually, the following observation by Fung (1993) is generally accepted: Soft tissues have a special kind of viscoelasticity where the percentage loss of energy by hysteresis per cycle in a cyclic loading and unloading process is only a few percent, and this percentage does not vary more than a factor of two over a frequency range of ve orders of magnitude. At any frequency, however, it is not easy to predict the exact value of the loss per cycle. Fung (1993) and others showed that this is consistent with a model of viscoelasticity with a continuous relaxation spectrum. In cyclic loading and unloading, the stress–strain relationship is unique in the loading stroke and is also unique in the unloading stroke (although the two are somewhat different because of hysteresis). Fung (1993) called such a material pseudoelastic, a term which is now widely used. In this framework, the viscoelastic hysteresis behavior of soft tissue can be approximated within the more tractable framework of elasticity, provided that the elastic properties are different for loading and unloading.
A well-known approach to the study of elasticity of bodies capable of nite deformation is to postulate the form of a strain energy function (SEF) (Green & Adkins, 1960 ) as outlined in Appendix 3 (2D) and Appendix 4 (3D). The SEF relates stress to strain in a hyperelastic material which arises from changes in internal energy or entropy with loading. The partial derivatives of the SEF with respect to Green strain components are related to the second Piola–Kirchhoff stresses. The determi­nation of SEF is an inverse problem. A form of the SEF is assumed and based on computed values of stress and strain from loading and deformation experiments; the material properties are determined such that they provide good agreement between the theorized form and the experimental data. This procedure involves nonlinear least squares t using the classical Marquardt-Levenberg (Fung, Fronek, & Patitucci,
1979; Marquardt, 1963) or genetic algorithm methods (Coley, 1999; Sverdlik &
Lanir, 2002). Genetic algorithms may be advantageous because they can determine the global minimum in highly nonlinear problems with multiple local minima (Pandit, Lu, Wang, & Kassab, 2005; Vigdergauz, 2001). The major advantages of this approach are that it explores the solution space by testing parameter combina­tions simultaneously to avoid local minimum and does not require derivative information (Goldberg, 1989).
4.2.3.1 2D and 3D SEF Fung Model
A 2D exponential strain energy function (SEF) is introduced by Fung et al. (1979)to describe the highly nonlinear mechanical behavior of arteries, and later is general­ized into a 3D form (Chuong & Fung, 1983), in which the formulation applied to axisymmetric deformation of the vessel where the principal directions of the stress and strain tensors coincide with the radial, circumferential, and axial directions, i.e.,
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assuming zero shear deformation. An extension of this model is proposed by Deng, Tomioka, Debes, and Fung (1994) by adding a radial–circumferential strain term to determine the respective shear parameter by axial torsion experiments. Humphrey (1995) subsequently developed a more general form of Fung-type SEF for arbitrary 3D deformations. Other forms of hyperelastic constitutive models include the four­parameter logarithmic SEF of Takamizawa and Hayashi (1987), and the polynomial SEFs developed by Vaishnav, Young, and Patel (1973) with three, seven, or even twelve parameters.
Pandit et al. (2005) determined the material properties of a 2D SEF as outlined in Appendix 3. The mean circumferential stress– strain relations averaged over all experimental data for the intact wall, media, and adventitia are shown in Figs. 4.1a, b, c, respectively, for the LAD artery at various axial stretch ratios. The experimental stress–strain data from all hearts are tted to Eqs. (4.24a, 4.24b) and (4.25) (Appendix 3) using Marquardt-Levenberg (M-L) nonlinear least squares t and genetic algorithm (GA) method. The initial t of the data involved the determi­nation of four material elastic constants for the 2D Fung SEF, i.e., C, a
, a2, and a
1
(Appendix 3). Once a4is determined for the entire set of data (intact wall, media, or adventitia), the mean value is xed and the remaining constants are re-evaluated.
Table 4.8 (Appendix 3) summarizes the elastic constants for seven intact LAD arteries for the genetic algorithm method. Also listed are values of circumferential and axial strains at homeostatic values (80 mmHg, λ
¼ 1.4). These seven LAD
z
arteries had their adventitia dissected away and their media tested. The material constants for those hearts are listed in Table 4.9 (Appendix 3). Five other LAD vessels are tested for their adventitia once their media is dissected away and their material constants are shown in Table 4.10 (Appendix 3 ).
The RCA of ve hearts are tested rst as a whole (Table 4.11, Appendix 3) followed by dissection of adventitia and hence tested the media as shown in Table 4.12 (Appendix 3). For the intact vessels, all constants are statistically similar. A comparison is made between intact and media of RCA and LAD arteries with and without a constitutive model. There are no statistically signicant differences between RCA and LAD artery for any of the material constants (C, a
, a2and a4)
1
for the intact wall or media. There are also no signicant differences in the model­independent stress–strain data for any axial stretch.
Wang, Garcia, Lu, Lanir, and Kassab (2006) generalized the 2D model to 3D and derived the respective material properties based on ination–extension experimental data. The material constants for 10 RCA arteries are listed in Tables 4.13 and 4.14 (Appendix 4). Table 4.13 shows ve intact vessels and their intima-media layers. There are statistically signicant differences between the intact wall and intima­media layer. Table 4.14 summarizes the other ve intact RCA vessels and their adventitia layers. There are statistically signicant differences between the intact wall and adventitia layer. There are no statistical ly signicant differences, however, between the two groups of ve hearts (Tables 4.13 and 4.14) for the intact RCA.
Similarly, the material constants for the 10 LAD arteries are listed in Tables 4.15 and 4.16 (Appendix 4). There are statistically signicant differences between the intact LAD artery and intima-media (T able 4.15), as wel l as between the intact LAD
4
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120
100
80
60
40
20
0
Circumferential Stress(Kpa)
0 0.2 0.4 0.6 0.8 1
Circumferential Strain
(A)
120
100
80
60
40
20
Circumferential Stress(Kpa)
120
100
80
λ=1.4
λ=1.3
λ=1.2 λ=1.1
0
0 0.2 0.4 0.6 0.8 1
Circumferential Strain
60
40
20
0
Circumferential Stress(Kpa)
0 0.2 0.4 0.6 0.8 1
(C)
λ=1.4
λ=1.3
λ=1.2 λ=1.1
Circumferential Strain
(B)
λ=1.4
λ=1.3
λ=1.2 λ=1.1
Fig. 4.1 Relationship between the circumferential Kirchhoffs stress and Greens strain for various axial stretch ratios for (a) intact left anterior descending (LAD) artery, (b) media of LAD artery, and (c) adventitia of LAD artery. Reproduced from Pandit et al. (2005) with permission
and adventitia (Table 4.16 ). The differences between the two groups of intact LAD arteries in Tables 4.15 and 4.16, however, are not statistically signicant.
Figure 4.2a shows the circumferential stress–strain curves of the intact RCA and media layer of the RCA for the rst ve hearts (Appendix 4, Table 4.13) obtained from the mean material constants. Similarly, Fig. 4.2b shows the circumferential strain–stress curves of the intact RCA and adventitia layer of the RCA for the second ve hearts (Appendix 4, Table 4.14) obtained from the mean material constants. It is apparent that the media is stiffer and will sustain most of the circumferential force while the adventitia is softer in the normal physiological loading state (100 mmHg,
λ
¼ 1.4).
z
Figure 4.3a, b show a comparison of the strain–stress behavior of the predicted material constants of RCA and LAD intima-media layer and those determined from experimental data, respectively. The differences between theoretical predictions and experimental data are not statistically signicant (all p values >0.48). This analysis demonstrates that the material constants of the dissected layer can be determined based on the experimental data of the intact vessel and the intact layer which
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Fig. 4.2 Stress–strain relation of the right coronary artery (RCA) in the circumferential direction. (a) Solid and dotted lines correspond to intact vessel and intima-media layer, respectively. (b) Solid and dotted lines correspond to intact vessel and adventitia layer, respectively. Data corresponding to axial stretch ratios of 1.4 and 1.3 are shown. Reproduced from Wang et al. (2006) with permission
150
120
90
60
30
Circumferential Stress (kPa)
0
Circumferential Strain
(A)
150
120
90
60
30
Circumferential Stress (kPa)
0
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
Circumferential Strain
λ=1.4
λ=1.3
λ=1.4 λ=1.3
λ=1.4
λ=1.3 λ=1.4
λ=1.3
validates the feasibility of the proposed two-layer model and the reliability of the material constants.
4.2.4 Bilinear Model: Generalized Hookes Law
As demonstrated above, the stress–strain relation of blood vessels is highly nonlinear, and there is strong coupling between the circumferential and axial direc­tions. A good constitutive model is expected to describe these mechanical behaviors with good ts to the experimental data and to have stable parameters, i.e., variations between material parameters are relatively small for a group of mechanically similar data. The logarithmic form has a limited ability to describe this anisotropic behavior of blood vessels and may generate physically unrealistic predictions(Humphrey,
1999). The polynomial form is less capable of distinguishing differences between
various data sets since it has larger variations in its material constants compared to
(B)
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250
Experimental
200
150
100
50
Circumferential Stress (kPa)
0
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
Predicted
Circumferential Strain
(A)
200
Experimental
150
100
Predicted
50
Circumferential Stress (kPa)
0
0 0.2 0.4 0.6 0.8
Circumferential Strain
(B)
Fig. 4.3 Comparison between predicted and experimental strain–stress curves for the media layers of (a) RCA and (b) LAD (axial stretch ratio of 1.4 for both RCA and LAD). Reproduced from Wang et al. (2006) with permission
the exponential form (Fung et al., 1979). Compared to the logarithmic and polyno­mial forms, Fungs exponential model captures the anisotropic behavior of blood vessels relatively well with seven parameters (one linear parameter and six nonlinear parameters). The t can still be inadequate, however, when the data include multiple loading curves from different axial stretch ratios. Generally, the curve tting for nonlinear models is difcult because of possible multiple minimum locales of the strain energy. An additional issue is the oversensitivity of material constants, i.e., large variations of material constants can still be deduced for mechanically similar blood vessels. This sensitivity to the small change in experimental data is due to the non-uniqueness of the nonlinear optimization (Fung, 1993). As a result, some model
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parameters may be arbitrarily chosen. Finally, the empirical material constants lack clear physical meanings.
To address some of these shortcomings, linearized 2D and 3D stress–strain relations (generalized Hookes law) for coronary arteries have been proposed where the stress is linearly dependent on a new strain tensor that is a nonlinear function of stretch ratios (Zhang & Kassab, 2007). In an ination–stretch test without shear deformation, there are seven material constants. One is used in the denition of strains (parameter n) and it represents the nonlinearity of the material, and the other six constants are linear parameters which can be interpreted as elastic constants with respect to the new strain measure (Appendices 5 and 6 for 2D and 3D cases, respectively). The number of material constants is comparable to other popular models where there are six nonlinear parameters and one linear parameter in Fungs exponential model (Chuong & Fung, 1983; Fung et al., 1979), and there are two linear parameters and three nonlinear parameters in the bi-phasic model (Holzapfel, Sommer, Gasser, & Regitnig, 2005).
The key premise to the generalized Hookes law is that the nonlinearity parameter
n is introduced in strain in order to linearize the Fung SEF, such that an optimal n must be determined that makes the linear model best represent the experimental
data.Specically, it is required that n results in a minimum relative least squares error, RLSE (Appendix 6). When the parameter n is systematically varied, the value of RLSE in Eq. (4.71) (Appendix 6) is examined for a minimum.
Tables 4.17 and 4.18 (Appendix 6) summarize the material parameters for the generalized Hookes model (linear), exponential, and bi-phasic models for the RCA and LAD porcine coronary arteries, respectively. When compared with exponential and bi-phasic models, RMS errors are largely smaller for the linearized model. A sensitivity analysis is done to evaluate the stability of material constants. For a set of LAD data, the zero-stress inner circumference C
and outer circumference Coare
i
both hypothetically varied from 80 to 120% of their measured values in 10% steps to simulate softer to stiffer vessel, respectively, as compared to actual data. The generalized Hookes model (linear), the exponential model, and the bi-phasic model are used, and the results are listed in Table 4.19 (Appendix 6). When compared to the exponential model and the bi-phasic model, the material constants of the generalized Hookes model have smaller coefcients of variation, i.e., the ratio of the standard deviation to the mean. Therefore, the generalized Hookes model may be more suitable to detect the changes in the blood vessels due to growth or remodeling. Since the model results in less variability, when two groups are com­pared, small variations create less overlap. Therefore, the small changes are more likely to be statistically signicant. The goodness-of-t is maintained throughout all data sets with the new generalized Hookes model. In the exponential model, the RMS errors of the internal pressure are increased with perturbations of data. For the bi-phasic model, the RMS errors are signicantly affected when the lengths are elongated to 120% of the original.
It is easier to experimentally determine the material constants in a linearized generalized Hookemodel. The nonlinearity parameter n can be rst estimated from a single stress–strain curve. Then all the model parameters are determined by the
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least squares method for a value of n that minimizes the least squares error. Once a criterion is reached, (e.g., the minimum of RLSE from Appendix 5 for 2D case, or Eq. (4.71) from Appendix 6 for 3D case), the material constants are obtained. Furthermore, the curve tting process with biaxial test data for the linear model is expected to be more reliable than for the highly nonlinear models. Finally, param­eters in the linearized model have clearer physical meanings, i.e., n is nonlinearity of strain, other constan ts are elastic moduli (expected to be positive in simple tests) with respect to the strain dened by n. The variation of the moduli with direction, for instance, the difference between c
and c22(e.g., see Appendix 5)reflects the
11
anisotropy of the material.
4.2.5 Shear Modulus
Since the shear modulus depends on the loading state (e.g., internal pressure and axial stretch, as shown above), it may be complex to use and difcult to interpret. The actual force or deformation under which the shear modulus is measured must be known, and this measure can only apply at a given loading condition. As described above, Lu et al. (2003) found a linear correlation between the torsional shear modulus of porcine coronary artery and the circumferential or axial stress. This result may not be convenient to use in mechanical modeling since the stress must be rst computed from the constitutive law for a given deformed state, and then the shear modulus can be calculated. An explicit expression between the modulus and the stretch ratios (or strains which are directly measurable), however, has not been attempted.
Zhang, Lu, and Kassab (2007) formulated a torsional shear modulus in terms of the new strain measure used in the generalized Hookes law (see Appendix 7 for formulation). In general, the linearized shear modulus c viewed as a material constant, in contrast with the classical incremental shear modulus G that depends on the deformation. In the generalized Hookes law (Eq. (4.81), Appendix 7), the nonlinearity parameter n can be determined from ination–stretch experiments without shear deformation. The shear moduli can then be obtained from torsion and other mechanical tests invoking shear deformation. This decoupling makes the parameter determination process easier and more deterministic.
(Appendix 7) can be
66
4.2.6 Incompressibility Condition
The incompressibility condition for the vessel wall can be invoked in the logarithmic-exponential strain-based generalized Hookes law to reduce the number of material parameters (Liu, Zhang, Wang, & Kassab, 2011). The existence of three intrinsic relations between the elastic constants reduces the number of model param­eters from ten to seven. The basic premise is to employ a constitutive model that results in simple relation between model parameters when the incompressibility
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assumption is enforced (Appendix 8). The tted material parameters are listed in Table 4.20 (Appendix 8) for ve pairs of experimentally measured LAD intact vessels and the respective media layers. The outer radius and internal pressure of the intact vessel and media from experimental measurements and theoretical pre­dictions that are obtained by solving boundary value problems (Appendix 8). The agreement between theory and experiment is excellent (Liu, Zhang, et al., 2011).
Liu, Zhang, et al. (2011) found the media layer has a larger nonlinearity parameter n than the corresponding intact vessel, i.e., 1.93 0.38 for the media compared to
1.44 0.18 for the intact vessel. This implies that the load in the media will increase faster than that in the overall vessel in the tested range. The Youngs moduli E and E
are all found to be positive. The tting errors dened in Eq. (4.106)of
r
, Ez,
θ
Appendix 8 are generally less than 5% which is excellent given the variance of biological data. For both intact vessel and the media layer, the Poissons ratio v
v
are positive, while vθzis negative for all specimens (Table 4.20, Appendix 8)in
zr
and
θr
the range of 0.1 to 0.25. This negative Poissons ratio is consistent with exper­imental observation that the vessel tends to stretch axially with an increase of pressure (T dix 8), the shear parameter G higher variation among the vessels in comparison to the Youngs moduli. A com­parison is also made between the measured torque M
> 0) and can buckle at high pressure. As given in Table 4.20 (Appen-
θθ
is tted with slightly higher error and the value show
θz
e
and prediction Mcas function of Jα/L (Lu et al., 2003), where J is the polar moment of inertia of the deformed vessel, α is the torsion angle (in rad), and L is the deformed length. Under various axial stretch and pressure loading combinations, the general trend of the experimen­tal data is well predicted.
The major advantage of the generalized Hookes law model lies in the fact that it requires fewer independent parameters (only four without shear moduli). The volu­metric incompressibility constraint is used to eliminate three redundant elastic constants, which typically cannot be done in a nonlinear constitutive law due to mathematical complexity. For example, Fung s exponent ial model of blood vessels requires eight material parameters to describe the triaxial torsion stress–strain rela­tion, compared to four in the generalized Hookes model.
A limitation of the generalized Hookes model is that unconventional stress and strain measures are used which may require additional computations to convert these measures to convent ional ones, or vice versa. Furthermore, a strain energy (or hype relastic potential) may not exist for this type of stress–strain relationship, i.e., the hyperelasticity assumption is discarded. Regardless, a nominal strain poten­tial can be utilized to conveniently express the constitutive law in a scalar form (Zhang, Lu, et al., 2007). The lack of an explicit form for the strain energy may be a limitation for application in computational methods that are developed based on energy principles. On the other hand, many nite element computational software have been derived based on the principle of virtual work that only requires a user­supplied stress–strain relation and the tangent stiffness tensor, which are all provided for the generalized Hookes model. For example, the proposed model has been embedded into ANSYS and FEAP and conducted simulation of angioplasty in LAD artery as described in Chap. 7 (Liu, Zhao, Zhang, Wang, & Kassab, 2011). The lack