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Article

The Elasticity of the Neutron Star Mantle: The Improved Compressible Liquid Drop Model for Cylindrical Phases

by
Nikita A. Zemlyakov
and
Andrey I. Chugunov
*
Ioffe Institute, 26 Politekhnicheskaya St., 194021 St. Petersburg, Russia
*
Author to whom correspondence should be addressed.
Universe 2023, 9(5), 220; https://doi.org/10.3390/universe9050220
Submission received: 29 March 2023 / Revised: 28 April 2023 / Accepted: 28 April 2023 / Published: 4 May 2023
(This article belongs to the Special Issue Advances in Magnetars)

Abstract

:
Neutron stars are the densest objects in the Universe. They have a microscopically homogeneous core and heterogeneous crust. In particular, there may be a specific layer inside neutron stars, the mantle, which consists of substantially non-spherical nuclei immersed in a background of relativistic degenerate electrons and quasi-free neutrons. In this paper, we reconsider the transverse shear modulus for cylindrical phases of the mantle within the framework of the compressible liquid drop model. We demonstrate that transverse shearing affects the shape of nuclear clusters: their cross-section becomes elliptical. This effect reduces the respective elastic constant. Using a simple model, we perform all derivations analytically and obtain the expression for the transverse shear modulus, which can be useful for astrophysical applications.

1. Introduction

The mantle is a specific microscopically inhomogeneous layer of a neutron star, where nuclear cluster shapes are essentially non-spherical. This layer was predicted for the first time in Refs. [1,2] by considering a set of symmetrical pasta-like nuclear shapes—cylinders, plates, and their inverse configurations—along with spherical nuclei and spherical holes. This set has become canonical and was considered in a large number of subsequent papers (e.g., [3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23]), and some papers suggested more complex structures based on numerical simulations [24,25,26]. In this paper, we limit ourselves to cylindrical nuclear shapes (both inverse and normal).
The mantle affects neutron star evolution (e.g., [27] for review), through its effect on the transport properties (e.g., [28,29,30,31,32,33]) and neutrino emissivity (e.g., [34,35,36,37]). However, in this paper, we concentrate on another aspect of mantle properties: elasticity. Indeed, each pasta-like layer of the mantle is similar to liquid crystal and can support shear stresses (see [38], for example). Its elastic properties can affect present-day observations (e.g., quasi-periodic oscillations, observed after magnetar flares [39,40,41] as well as constraints on quadrupole ellipticity supported by the crust [40]), and, as a part of the crust elasticity, can potentially affect the observations of the third generation of gravitational wave detectors (e.g., [42]; see, however, the critique in [43]).
The seminal work on the elastic properties of the mantle was made in Ref. [38]. Therein, the authors calculated elastic constants for cylindrical and planar nuclear shapes in the framework of a compressible liquid drop model (CLDM). Most of the results were obtained analytically, using some simplified assumptions. The elastic properties of the mantle were also studied using molecular dynamics [44] and relativistic-mean-field model [45]; special attention was paid to the problem of effective shear modulus in a realistic case in which non-spherical nuclei are not well ordered, considering global hydrodynamical scales of a star, i.e., the mantle has a “polycrystalline” structure [46].
In this paper, we elaborate on CLDM for the elasticity of the mantle. Specifically, we use our recent work [47], where we have demonstrated that shear deformation of a neutron star crust induces quadrupole deformation for the initially spherical nuclei, and this effect reduces the effective shear modulus. Here, we generalize the approach of [47] for cylindrical pasta phases and consider transversal shear, i.e., shear deformations in the plane perpendicular to the symmetry axis of the cylinders. Regarding spherical nuclei, we demonstrate that the respective elastic constant (coefficient C in notations of [38]) can be analytically calculated within a simplified Wigner–Seitz approximation, and the result agrees well with accurate lattice-based calculations [38], if the same assumption (enforced circular shape of the cluster cross-section) is applied. As pointed out in [38], the shape of nuclear clusters can be affected by transversal shear. We take this effect into account analytically, allowing nuclear clusters to adjust their shape to minimize energy in response to the shear of the lattice. We demonstrate that shear deformation indeed enforces nuclei clusters to have elliptical cross-sections and, if one accounts for this effect, one obtains ∼25% reduction of the respective elastic constant at the most relevant parameters. In Section 2, we present our formalism and derive the expression for transverse shear modulus for cylindrical clusters. In Section 3, we show our results and compare them with previous works. In Section 4, we present a summary of the results.

2. Formalism

Nuclear clusters in the mantle have a microscopical structure similar to that of liquid crystals resembling an intermediate state between solids and liquids in terms of elastic properties [38,44,46]. In what follows, we use terminology and the notation of Ref. [38]. For the considered cylindrical phase, three elastic constants B, C, and K 3 are generally required to describe shear deformations (the compression is described by a fourth constant, the bulk modulus, which can be easily calculated from the equation of state). The constant B characterizes the response to elongation along the cylindrical axis, accompanied by compression in the radial direction, K 3 is associated with bending, and C describes transverse shearing. In this paper, we limit ourselves to the elastic constant C.
To calculate the elastic constant C, we proceed in the same way as in [47]. First, we note that a straightforward consideration of deformation for a system of cylindrical clusters, ordered into a perfect static two-dimensional hexagonal lattice (as was carried out in [38]) is equivalent to the deformation of one unit cell with periodic boundary conditions. This is obvious because the whole crystal (for both undeformed and deformed states) can be presented as a set of periodic copies of the unit cell. Second, we replace a precise unit cell (regular hexagon) with a smoother figure—a cylinder with a circular cross-section with radius r c —and apply shear deformation
x x ( 1 + ε )
y y / ( 1 + ε )
z z
for this cell. Here, the z axis is along the cylindrical axis and ε is an infinitesimally small strain parameter. As a result of this volume-conserving deformation, the approximate unit cell for the deformed state becomes a cylinder with an elliptical cross-section with semi-axes r c ( 1 + ε ) and r c / ( 1 + ε ) (see Figure 1). The high accuracy of the approach based on the approximate unit cell is confirmed below by comparison with the results of [38] (to do this, we provide an additional estimate of C, with an enforced circular shape of the cluster cross-sections, as was assumed in [38]).
By definition (see Equation (11) in [38]), for the specified deformation (Equations (1)–(3)), the energy density change is coupled with the elastic constant C by
δ w = 2 C ε 2 .
Thus, it is enough to calculate the energy density change δ w to estimate C.
To calculate the energy density in the deformed and undeformed states, we apply a compressible liquid drop model (CLDM) in the same way as in [48], i.e., we parametrize the surface parameters for a plain interface using the neutron chemical potential μ n , taking into account neutron adsorption (adsorption of protons vanishes due to the choice of the reference frame; see supplementary material in [48] for details), but neglect curvature corrections. Below, we provide derivations for the non-inverted cylindrical phase,1 i.e., we consider a cell with a neutron–proton cluster (with number densities n ni and n pi ) located in a central part, surrounded by a neutron matter with number density n no (see Figure 1). In comparison with [38], we allow the cluster cross-section in the x , y plane to respond to the applied shear. As long as we consider infinitesimal deformations, the cross-section in the deformed state can be treated as ellipsoidal with semi-axes r p ( 1 + ε p ) and r p / ( 1 + ε p ) . Here, ε p is an infinitesimal parameter, which allows us to adjust the cluster shape to minimize energy density. Below, we consider the case when the semi-axis r p ( 1 + ε p ) of the cluster cross-section lies along x. We have checked that it is this configuration, which corresponds to the minimal energy density within a more general treatment, that allows the cluster deformation to be oriented arbitrarily. Please note that the volume fraction, occupied by the cluster, depends neither on ε nor on ε p , and can be written as u ( r p / r c ) 2 . As usual, we assume the cell to be quasi-neutral, filled by degenerate electrons with uniform density in the whole cell. As a result, the energy density is
w = u w b ( n ni , n pi ) + ( 1 u ) w b ( n no , n po = 0 ) + w S + w C + w e ( n e ) .
Here, w b ( n n , n p ) is the bulk energy density of uniform nuclear matter at neutron and proton number densities n n and n p , and w e ( n e ) is the energy density of degenerate electrons with the number density n e = u n pi . Finally, w S is the energy density associated with the surface energy of the cluster, and w C is the Coulomb energy density (averaged over the cell). These quantities are derived below.
As usual, within CLDM models, we assume that the internal parameters ( n ni , n pi , n no , r c , r p , ε p ) are adjusted to minimize the energy density at given external parameters. In the case of a deformed lattice, the external parameters are the baryon number density n b and the shear parameter ε .
To derive the energy density associated with surface energy w S , we remind the reader that the surface energy per unit area is σ + μ n ν S , where σ is the surface tension, and ν s is the surface number density of the adsorbed neutrons (see [49,50], for example). The area of the cylindrical cluster is given by the product of the cluster height 2 H to the perimeter (circumference) of the cluster cross-section P. This allows the recording of the energy density, associated with surface energy, in the form
w S = ( σ + μ n ν S ) P π r c 2 .
As written above, we assume the cluster cross-section to be an ellipse with semi-axes r p ( 1 + ε p ) and r p / ( 1 + ε p ) . Assuming ε p > 0 , the major semi-axis is r p ( 1 + ε p ) and
P = 4 r p ( 1 + ε p ) 0 π / 2 1 k 2 cos 2 t d t = 4 r p ( 1 + ε p ) E ( k 2 ) ,
where E ( k ) is the complete elliptic integral of the second kind (see, for example, [51]) and k = 1 1 / ( 1 + ε p ) 4 is the eccentricity of the cluster cross-section. Using the series for E ( k 2 ) (see, for example, equation (17.3.12) in [51]) or straightforwardly applying Equation (45) from [52], we obtain P = 2 π r p 1 + 3 ε p 2 / 4 + O ( ε p 3 ) ,2 leading to the final expression for the surface energy density
w S = 2 u ( σ + μ n ν S ) r p 1 + 3 4 ε p 2 .
It is easy to check that the same equation also holds for ε p < 0 (for this aim, it is enough to repeat derivations in this passage, taking into account that the major semi-axis for ε p < 0 is r p / ( 1 + ε p ) , and thus eccentricity k = 1 ( 1 + ε p ) 4 ).
Within CLDM, the calculation of the Coulomb energy density w C reduces to the essentially electrostatic problem: the calculation of the energy of the neutral system composed of a positively uniformly charged cylinder (protons inside the cluster) inserted into a negatively charged cylinder (electrons). The Coulomb energy density can be written in the form
w C = 1 2 π r c 2 ρ p ( r ) φ p ( r ) d 2 r + 1 2 π r c 2 ρ e ( r ) φ e ( r ) d 2 r + 1 π r c 2 ρ p ( r ) φ e ( r ) d 2 r ,
where the integrals are taken over vector r in the x , y plane, φ p ( r ) and φ e ( r ) are electrostatic potentials, created by protons and electrons, respectively; ρ p ( r ) and ρ e ( r ) are charge densities of protons and electrons, respectively. When considering this electrostatic problem we assume ρ p ( r ) = e n pi inside the internal cylinder (cluster) and outside the internal cylinder ρ p ( r ) = 0 ; similarly, ρ e ( r ) = e n e inside the external cylinder (cell) and ρ e ( r ) = 0 outside the external cylinder. Here, e is elementary charge.
To apply (9), it is sufficient to know electrostatic potential inside a uniformly charged (charge density ρ ) cylinder with an elliptical cross-section (semi-axes a x and a y along x and y, respectively). This potential can be written as (e.g., [53]):
ϕ = π ρ 2 a x a y ln 4 H a x + a y + 1 2 2 a y x 2 + a x y 2 a x + a y .
Here, 2 H is the height of the cylinder, which is assumed to be large ( H a x and H a y ).
Taking into account that the ellipticities of the cell and cluster are infinitesimally small, it is straightforward to write down
w C = π 2 u e 2 n pi 2 r p 2 u 1 ln ( u ) + ( 2 u 1 ) ε p 2 2 u ε p ε + ε 2 +
where terms of the third and higher order in cluster and cell ellipticities are omitted. As it should be, H is canceled out in the final expression.
Now, it is easy to write down equations for internal variables by minimizing the energy density at fixed n b and ε . As in the case of spherical nuclei, considered in [47], the majority of internal variables ( n ni , n pi , n no , r c , r p ) can be derived at ε = 0 up to corrections of order of ε 2 ,3 and only ε p ε :
0 = π u e 2 n pi 2 r p 2 ( 2 u 1 ) ε p u ε + 3 σ u r p ε p .
Equations for ε = 0 are well known (e.g., [48] in the case of spherical nuclei); their physical meaning is the chemical equilibrium within the cell, beta-equilibrium, pressure balance for the cluster, and the equation for the equilibrium size of the cell. The latter is often called virial theorem (see, for example, [1,2]), and it is the only equation that would be required below in the explicit form:
σ u r p = π 2 ρ p 2 r p 2 u u 1 ln ( u ) .
Virial theorem allows the exclusion of σ , removing explicit dependence of the subsequent results on the nuclear physical model. Indeed, the bulk contributions to the total variation of energy are canceled out, and it can be written in the form
δ w = π ρ p 2 r p 2 u 1 2 ε 2 u ε ε p + 7 u 5 3 ln ( u ) 4 ε p 2 .
In the case of ε = 0 , considered in [6], it agrees with the sum of Equations (6)–(9) from that work. For ε 0 , the optimal cluster-deformation parameter, given by the solution of Equation (12), is
ε p = 2 u 7 u 5 3 ln ( u ) ε .
Substituting (15) into (14) and using (4) we come to the final expression for the elastic constant for the transverse shear:
C = π ρ p 2 r p 2 u 4 1 2 u 2 7 u 5 3 ln ( u ) .
It is worth stressing that the 2 δ w / ε p 2 , calculated at the optimal value of ε p , is positive for an arbitrary filling factor. Therefore, the clusters can indeed adjust their shape and become stable with respect to additional infinitesimal deformations. The stability of cylinders in an undeformed lattice ( ε = 0 ) was proven in Ref. [6]. A similar result was obtained by the authors in [54], according to which the spherical nuclei in the crust are stable with respect to infinitesimal quadrupole deformations, and thus transition from the crust to the mantle is not associated with the absolute instability of spherical nuclei.
To compare our approach with the results of the authors in [38]; we also consider the approximation of the enforced circular shape of cluster cross-section ( ε p = 0 , not adjusted to the deformation). It leads to a simplified estimate of transverse shear modulus
C sp = π ρ p 2 r p 2 u 4 .

3. Results

In Figure 2, we demonstrate the ratio ε p / ε , given by Equation (15), as a function of filling factor u (solid line). For a typical filling factor of the cylindrical phases, u 0.2 ÷ 0.3 (e.g., [2,13]), the cluster deformation evolves from ε p 0.3 ε to the value, which is close to ε ( ε p 0.85 ε ). For comparison, the dotted line indicates a similar ratio for spherical clusters, which was obtained by the authors in [47]. One can see that this ratio depends on the shape of the clusters. In particular, for u 0.2 , which is typical for the transition from spherical to cylindrical clusters (e.g., [13]), the shape of spherical clusters is approximately two times more sensitive to the shear deformations than the shape of cylindrical clusters.
To compare our results with previous works, in Figure 3, we demonstrate the transverse shear modulus, normalized to the Coulomb energy density in the non-deformed state w C 0 (see Equation (11) for ε = ε p = 0 ) as a function of filling factor u. The solid line represents our final expression (16), while the long-dashed line is for Equation (17) ignoring the change in the cross-section shape. The latter agrees well with the fit provided in Ref. [38] (see short dashes), which was based on calculations with the accurate treatment of hexagonal (honeycomb) lattice, but with fixed circular cross-section of the cylindrical clusters. Please note that the authors of [38] fitted their numerical results for reasonable filling factor u 0.2 ÷ 0.3 (e.g., [2,13]).
Recently, the authors of [45] analyzed the elastic properties of nuclear pasta in a full three-dimensional geometry. Their calculations were performed within the Thomas–Fermi approach based on the relativistic-mean-field model, and thus should include a change in the cluster cross-section shape with increasing deformation. The fit for the transversal shear modulus suggested in [45] is shown by a dotted line in Figure 3. It predicts a much smaller suppression of C than our result (16).
However, we should note that rather large deformations (from a hexagonal to a simple lattice) were applied to extract C in [45]. Specifically, the authors of [45] performed numerical simulations for a wide set of deformation parameters at a fixed baryon number density and fitted the results by their Equation (13). As a result, their Equation (13) reproduces well the deformation energy for the whole deformation path from one hexagonal to another hexagonal lattice via simple lattice (see Figure 3 in [45]). However, it has only one fitted parameter (elastic constant, which we denote as C 13 ). It seems to be most affected by the energy difference between hexagonal and simple lattices (which is indeed perfectly reproduced, according to Figure 3 in Ref. [45]), but not to the details of infinitesimal deformations of a hexagonal lattice.
Let us note that there should be no elliptical deformation of the cluster cross-sections for both simple and hexagonal lattices due to symmetry. Therefore, the energy difference between these lattices can be reasonably estimated assuming a circular cluster shape. As a result, the effects of the elliptical deformation of a cluster cross-section can be suppressed in C 13 , overestimating the elastic constant C. Indeed, our attempt to directly fit numerical data, shown in Figure 3 of [45] for small transversal shearing, leads to C 0.8 C 13 , i.e., 20% smaller than the estimate of the shear modulus suggested in Ref. [45] (the red line at the same plot). Thus, we expect that the actual transversal shear modulus for infinitesimal deformation of a hexagonal lattice can be smaller than that given by the final fit presented in [45] being closer to our Equation (16).
Unfortunately, we cannot check this hypothesis directly because the filling factor for the baryon number density n b = 0.06 fm 3 , analyzed in their Figure 3, is not quoted in Ref. [45]. However, we can estimate the filling factor using figures in Ref. [13]. Indeed, Figure 3 in [45] is plotted for the slope of the symmetry energy L = 41.34 MeV. Therefore, according to Figure 4 of [13], n b = 0.06 fm 3 should be close to the transition from spherical to cylindrical clusters, and, according to Figure 3 of the same work it should correspond to u 0.2 . In this case, our Equation (16) predicts C to be suppressed by 6.5 % with respect to results for a fixed (circular) cluster cross-section, which almost coincides with C 13 for u 0.2 . Formally, it disagrees with the estimate C 0.8 C 13 mentioned above, and suggests that our Equation (16), in fact, overestimates C. However, due to the qualitative nature of estimates in this passage, we prefer to treat this conclusion as very tentative.
As discussed in [19], the actual shape of nuclear clusters at a given number density is rather model-dependent, even if the nucleon interaction model is fixed. For example, for Skyrme Lyon nucleon interaction model SLy4 [55], which was analyzed by the authors in [19], the cylindrical clusters are the most energetically favorable at baryon number density 0.056 fm 3 n b 0.075 fm 3 , if energy density is calculated within ETF approach, and CLDM predicts it to be favorable only in a narrow region 0.074 fm 3 n b 0.076 fm 3 . Thus, to illustrate our results in physical units (see Figure 4), we use a rather wide n b region; following [19], we applied the SLy4 nucleon interaction model for numerical estimates. As in Figure 3, the solid line represents our final expression (16), while the long-dashed line is for Equation (17), which ignores the change in the cross-section shape. Short dashes correspond to the fit provided in Ref. [38], while the dotted line is for the fit provided in Ref. [45]. Please note that both fits present the ratio of C to the Coulomb energy density, and, in our calculations, we apply CLDM [48] to calculate the latter. The upper panel demonstrates the cluster volume fraction u. As discussed in [50], the latter quantity can be estimated in so-called bulk approximation, being weakly dependent on the shape of the clusters and the applied approach (ETF or CLDM).
For the whole indicated density region, our results predict the transversal shear modulus C to be lower than according to fits from the authors in [38,45]. For low baryon number density n b 0.065 fm 3 , it is associated with low volume fraction u 0.15 , where the fit provided in Ref. [45] almost coincides with that of [38]. However, the latter overestimates the original numerical calculations of that work for u 0.15 (see Figure 2 in [38]). Thus, we expect that our Equation (16) is, in fact, more accurate than the fits provided in Refs. [38,45], at least for low-density regions. The larger the density, the larger the effect of the relaxation of the cluster cross-section. For n b 0.07 fm 3 , it leads to a decrease of C with an increase of n b , despite the fact that C sp , calculated neglecting this effect, increases with an increase of n b .
For comparison, in Figure 4 we also plotted the effective shear modulus μ for inner crust matter, assuming a spherical shape of the clusters [47]. A thin solid line was calculated, taking into account the relaxation of the cluster shape, while a dashed line neglects this effect. One can see that the effective shear modulus μ is lower than the transversal shear modulus C for the same baryon number density. According to this principle, it can lead to a jump in elastic properties at the inner crust/mantle boundary. However, one should take in mind that it is rather tricky to estimate the effective shear modulus of “polycrystalline” pasta phases (see [46] for discussion). In particular, it can vanish if pasta elements are spatially uniform (because the elastic constant, responsible for deformation along the pasta structure, is zero in a strictly uniform case). Therefore, we refrain from speculation on possible observational consequences of the difference between C and μ .

4. Summary and Discussion

We analytically derived the transversal shear modulus C for the spaghetti phase of nuclear pasta (see Equation (16); the result for the inverted phase can be obtained using note 1). Following the predictions of the authors in [38], we demonstrated that shear deformation affects the shape of nuclear clusters (the transversal cluster cross-section becomes elliptical) and we took this effect into account. It is worth noting that our final expression for C is explicitly independent of the parameters of inter-nucleon interaction.
Our results agree with the well-known fit [38], if one neglects cluster deformation, as was carried out in Ref. [38]. Accounting for cluster deformation reduces C (for example, C is reduced by 25% at the filling factor u 0.3 ). However, the practical fit, suggested in a recent paper [45] on the base of numerical simulations in fully three-dimensional geometry, predicts a much smaller reduction of C than in [38]. As we argued in Section 3, this difference can be associated with the numerical procedure in [45]. Specifically, the practical expression in [45], suggests a parameter for their Equation (13), which allows the description of deformation energy for strong transversal deformations, but is not, however, very precise for smaller deformations.
Finally, we should remind the reader that our approach is not exact by construction, being based on two simplifications: (1) we neglect curvature corrections to surface tension; (2) we apply ellipsoidal approximation for the cell cross-section. Both of these approximations can affect C, and we plan to check their importance in subsequent studies.

Author Contributions

Derivations, N.A.Z.; formulation of the problem, supervision, A.I.C. All authors have read and agreed with the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

Not applicable.

Acknowledgments

We thank Nikolai N. Shchechilin for providing us with the fit of the fourth-order ETF calculations of the surface tension for the SLy4 model.

Conflicts of Interest

The authors declare no conflict of interest.

Abbreviations

The following abbreviations are used in this manuscript:
CLDMCompressible liquid drop model
ETFExtended Thomas–Fermi

Notes

1
Derivations for the inverted phase can be performed straightforwardly by substituting u 1 u , and treating r p as the linear radius of the neutron phase, located in the center.
2
Note that terms up to k 4 should be included to obtain this expression.
3
Thanks to the minimization procedure over internal variables, corrections in the order of ε 2 contribute to the energy at the order of ε 4 , and thus can be neglected

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Figure 1. Transversal cross-section of the lattice of cylindrical clusters (filled regions) in the spaghetti phase before (left panel) and after (right panel) transversal shearing. Dotted lines represent the accurate hexagonal boundaries of the Wigner–Seitz cell, and dashed lines are the circular/elliptical approximations of the cell. The change in the cluster cross-section in response to the applied shear is schematically shown in the right panel.
Figure 1. Transversal cross-section of the lattice of cylindrical clusters (filled regions) in the spaghetti phase before (left panel) and after (right panel) transversal shearing. Dotted lines represent the accurate hexagonal boundaries of the Wigner–Seitz cell, and dashed lines are the circular/elliptical approximations of the cell. The change in the cluster cross-section in response to the applied shear is schematically shown in the right panel.
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Figure 2. The ratio of cluster-deformation parameter ε p to the shear parameter ε as a function of the filling factor u. The solid line is for cylindrical clusters (this work); the dotted line is for spherical clusters (Ref. [47]).
Figure 2. The ratio of cluster-deformation parameter ε p to the shear parameter ε as a function of the filling factor u. The solid line is for cylindrical clusters (this work); the dotted line is for spherical clusters (Ref. [47]).
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Figure 3. Transversal shear modulus C for the “spaghetti” phase of a neutron star mantle as a function of filling factor. The solid and long-dashed lines are our results, with optimized (Equation (16)) and circular (Equation (17)) shapes of cluster cross-section, respectively. Short dashes represent the fit from the authors in [38], while the dotted line corresponds to the fit from the authors in [45].
Figure 3. Transversal shear modulus C for the “spaghetti” phase of a neutron star mantle as a function of filling factor. The solid and long-dashed lines are our results, with optimized (Equation (16)) and circular (Equation (17)) shapes of cluster cross-section, respectively. Short dashes represent the fit from the authors in [38], while the dotted line corresponds to the fit from the authors in [45].
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Figure 4. Transversal shear modulus C for the ’spaghetti’ phase of the neutron star mantle in physical units as a function of baryon number density n b . As in Figure 3, the solid and long-dashed lines are our results, calculated with optimized (Equation (16)) and circular (Equation (17)) shapes of cluster cross-section, respectively. Short dashes represent the fit [38]; the dotted line corresponds to the fit [45]. In addition, thin lines represent the effective shear modulus for spherical nuclear clusters, as calculated by the authors in [47]. Specifically, a thin solid line accounts for nuclei deformation (Equation (9) in [47]), while a thin dashed line neglects this effect (Equation (6) in [47]). The upper panel represents the cluster volume fraction u. The SLy4 nucleon interaction model [55] was used to calculate bulk energy contribution; the surface tension was calculated according to the fit of the fourth-order ETF calculations for the SLy4 model, provided by N.N. Shchechilin (the same fit was used in [19]).
Figure 4. Transversal shear modulus C for the ’spaghetti’ phase of the neutron star mantle in physical units as a function of baryon number density n b . As in Figure 3, the solid and long-dashed lines are our results, calculated with optimized (Equation (16)) and circular (Equation (17)) shapes of cluster cross-section, respectively. Short dashes represent the fit [38]; the dotted line corresponds to the fit [45]. In addition, thin lines represent the effective shear modulus for spherical nuclear clusters, as calculated by the authors in [47]. Specifically, a thin solid line accounts for nuclei deformation (Equation (9) in [47]), while a thin dashed line neglects this effect (Equation (6) in [47]). The upper panel represents the cluster volume fraction u. The SLy4 nucleon interaction model [55] was used to calculate bulk energy contribution; the surface tension was calculated according to the fit of the fourth-order ETF calculations for the SLy4 model, provided by N.N. Shchechilin (the same fit was used in [19]).
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Zemlyakov, N.A.; Chugunov, A.I. The Elasticity of the Neutron Star Mantle: The Improved Compressible Liquid Drop Model for Cylindrical Phases. Universe 2023, 9, 220. https://doi.org/10.3390/universe9050220

AMA Style

Zemlyakov NA, Chugunov AI. The Elasticity of the Neutron Star Mantle: The Improved Compressible Liquid Drop Model for Cylindrical Phases. Universe. 2023; 9(5):220. https://doi.org/10.3390/universe9050220

Chicago/Turabian Style

Zemlyakov, Nikita A., and Andrey I. Chugunov. 2023. "The Elasticity of the Neutron Star Mantle: The Improved Compressible Liquid Drop Model for Cylindrical Phases" Universe 9, no. 5: 220. https://doi.org/10.3390/universe9050220

APA Style

Zemlyakov, N. A., & Chugunov, A. I. (2023). The Elasticity of the Neutron Star Mantle: The Improved Compressible Liquid Drop Model for Cylindrical Phases. Universe, 9(5), 220. https://doi.org/10.3390/universe9050220

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