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BRIEF RESEARCH REPORT article

Front. Phys., 12 October 2022
Sec. Soft Matter Physics
This article is part of the Research Topic Active and Externally Driven Granular Matter View all 8 articles

Shear-induced diffusion and dynamic heterogeneities in dense granular flows

  • 1Department of Physics, Faculty of Science, Kyoto Sangyo University, Kyoto, Japan
  • 2Department of Physics, Nagoya University, Nagoya, Japan

We study two-dimensional dense granular flows by molecular dynamics simulations. We quantify shear-induced diffusion of granular particles by the transverse component of particle displacements. In long time scales, the transverse displacements are described as normal diffusion and obey Gaussian distributions, where time correlations of particle velocities entirely vanish. In short time scales, the transverse displacements are strongly non-Gaussian if the system is dense and sheared quasistatically though memory effects on the particle velocities are further suppressed. We also analyze spatio-temporal structures of the transverse displacements by self-intermediate scattering functions and dynamic susceptibilities. We find that the relation between the maximum intensity and characteristic time scale for dynamic heterogeneities is dependent on the models of contact damping (which exhibit different rheological properties such as the Newtonian fluids’ behavior and shear thickening). In addition, the diffusion coefficient over the shear rate is linear (sub-linear) in the maximum of dynamic susceptibility if the damping force is not restricted (restricted) to the normal direction between the particles in contact.

1 Introduction

Flows of granular materials are of great importance to engineering technology [1, 2] and a better understanding of their transport phenomena is crucial to many industrial processes such as mixing and segregation [3]. Because constituent grains are macroscopic in size, e.g., are typically from few μm to mm in diameter [4], thermal fluctuations do not play a role in flows and transport phenomena of granular materials. This means that granular flows are induced only by external forces and “mechanically driven” particle motions have extensively been studied by experiments [512] and numerical simulations [1319]. It now seems to be a common consensus that collective motions of granular particles are more pronounced as the system approaches the jamming transition [20].

In recent years, diffusion of the particles under shear, i.e. shear-induced diffusion, has widely been investigated by experiments [2125] and molecular dynamics (MD) simulations [2631]. From a scaling argument, the shear-induced diffusion coefficient scales as Dd02γ̇ with the particle diameter d0 and externally imposed shear rate γ̇ [2123]. The scaling argument implies that the diffusion coefficient is proportional to the shear rate. However, a crossover from Dγ̇ to γ̇0.8 (with increasing γ̇) was observed in MD simulations of two- and three-dimensional particles [16, 26]. These results agree with laboratory experiments of colloidal glasses under shear [24] and suggest that the shear-induced diffusion does not depend on spatial dimensions. Another crossover from Dγ̇ to γ̇1/2 was also found in a model of amorphous solids [29]. In addition, sub-linear scaling, Dγ̇qD, was examined near the jamming transition density ϕJ, where the exponent varies as qD = 1 (ϕ < ϕJ), 0.78 (ϕϕJ), and 0.68 (ϕ > ϕJ) with the increase of particle packing fraction ϕ [27].

The collective motions of the particles enhance self-diffusion and thus the scaling argument was revised as Dd0ξγ̇ with a typical size of collective motions, ξ [28]. The typical size can be extracted, e.g. from a spatial correlation function of particle velocities, and it has been suggested that ξγ̇0.23 near jamming (ϕϕJ) [16] and ξγ̇1/2 above jamming (ϕ > ϕJ) [28, 29]. If the system is below jamming (ϕ < ϕJ), critical divergence of the size was found as ξ ∼|Δϕ|−0.6 in overdamped MD simulations [20], where ΔϕϕϕJ is the proximity to jamming. However, ξ ∼|Δϕ|−1 was reported in quasi-static simulations [32].

In addition to the shear-induced diffusion, analogies with dynamic heterogeneities [33, 34] have also been made by experiments [9, 10] and numerical simulations [1517]. Associating the mechanical driving with thermal fluctuations, the physicists have analyzed heterogeneous nature of particle motions both in space and time. Then, a link between the shear-induced diffusion and dynamic heterogeneities was suggested as Dχsγ̇ by the elastoplastic model in two-dimension (not in three-dimension) [35], where χs represents the maximum intensity of dynamic heterogeneities. Results in prior works, however, are controversial, e.g. the maximum intensity scales as χs|Δϕ|1.8 for ϕ < ϕJ and χsconst. for ϕ > ϕJ in quasi-static simulations [17], while χs|Δϕ|1.2γ̇0.3 was suggested for both below and above jamming by experiments [10]. Moreover, the scaling, Dχsγ̇, has not yet been tested by MD simulations of sheared granular materials. Interestingly, particle motions in oscillatory sheared granular materials [6], air-fluidized bed [7], and horizontally vibrated granular media [36] have similarities to glass forming liquids [33, 34], where both length and time scales for dynamic heterogeneities diverge at the jamming transition density.

In this paper, we study the shear-induced diffusion and dynamic heterogeneities in dense granular flows by MD simulations. We investigate wide ranges of control parameters, i.e. the packing fraction of the particles ϕ and shear rate γ̇, to examine the scaling relation, Dχsγ̇, both below and above jamming, and in both quasi-static and fast flow regimes. In the following sections, we introduce our numerical method in Section 2 and show our results in Section 3. Then, we discuss our results in Section 4 and conclude our findings in Section 5.

2 Method

We study dense granular flows in two dimensions by MD simulations. To avoid crystallization of the system, we randomly distribute a 50 : 50 binary mixture of N = 2048 particles in a L × L square periodic box. Different kinds of particles have the same mass m and different diameters, dS and dL = 1.4dS [20, 37]. Repulsive force between the particles, i and j, in contact is modeled as elastic force, fije=kelijnij, where ke is a spring constant and nijrij/|rij| with the relative position between the particles, rij, is the normal unit vector. Here, lijRi + Rj − |rij| > 0 represents an overlap between the particles, where Ri (Rj) is the radius of i(j)-th particle. Damping force is also introduced between the particles in contact as fijd, where we examine two different force laws according to Ref. [38]: (i) The damping force is given by fijd=ηdvij, where ηd is a damping constant and vij is the relative velocity between the particles. We refer to this model as model A. (ii) The damping force is restricted to the normal direction as fijd=ηdvijnijnij, which is often used for a model of “frictionless granular particles” [39]. We refer to this model as model B. In both the models A and B, we choose the spring and damping constants as the normal restitution coefficient is given by e=exp(π/2mke/ηd21)0.8 [40].

We simulate simple shear flows of the system under the Lees-Edwards boundary condition. In each time step, every particle position ri = (xi, yi) is replaced with (xi + Δγyi, yi) (i = 1, , N) and then equations of motion, mr̈i=j(fije+fijd), are numerically integrated with a small time increment, Δt = 0.1t0. Here, t0ηd/ke is a time unit and Δγ is a strain increment such that the shear rate is defined as γ̇=Δγ/Δt. In the following, we analyze the data in a steady state (where the amount of shear strain exceeds unity) and scale every mass, time, and length by m, t0, and the mean particle diameter, d0 ≡ (dS + dL)/2, respectively.

3 Results

In this section, we show our numerical results of shear-induced diffusion and dynamic heterogeneities in dense granular flows. We clarify the role of packing fraction of the particles ϕ and shear rate γ̇. In addition, we examine how rheological properties of the particles affect our results. Figure 1 displays our numerical results of shear viscosity η=σ/γ̇, where σ is shear stress. The shear stress is calculated as σ=L2i<jfijxerijy with the x- and y-components of the elastic force and relative position, fijxe and rijy, respectively, and is averaged over 103 different configurations of the particles in a steady state. In this figure, we used the models (A) A and (B) B for the contact damping, fijd, and changed the packing fraction from ϕ = 0.80 to 0.90 (symbols). If the packing fraction is much smaller than the jamming transition density, ϕJ ≃ 0.8433 [20], the model A exhibits the Newtonian fluids’ behavior, i.e. η ∼const., for sufficiently small shear rates. In contrast, the model B shows the Bagnold scaling, σγ̇2, i.e. ηγ̇ (dashed line). If the packing fraction is larger than ϕJ, both the models exhibit the rate-independent yield stress, σ = σY, so that one observes shear thinning as ηγ̇1 (solid lines). See also the Supplementary Material (SM) [41] for our numerical results of flow curves, i.e., σ vs. γ̇. In the following analyses, we explain how the difference between the models A and B influences the shear-induced diffusion and dynamic heterogeneities.

FIGURE 1
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FIGURE 1. Double logarithmic plots of the shear viscosity η and shear rate γ̇, where the models (A) A and (B) B are used for the damping force, fijd. The packing fraction of the particles ϕ increases as listed in the legend of (A). The solid lines indicate shear thinning, ηγ̇1, whereas the dashed line in (B) represents the Bagnold scaling (shear thickening), ηγ̇.

Since our system is homogeneously sheared along the x-direction, we analyze fluctuating transverse motions of the particles along the y-direction. We introduce a transverse displacement of the particle i (= 1, , N) as the time integral,

δyiτ=tata+τviytdt,(1)

where τ is a time interval and viy(t) is the y-component of particle velocity [42]. Note that the initial time ta can arbitrary be chosen during a steady state.

In the following, we associate the fluctuating transverse motions of the particles (Eq. 1) with thermally activated molecular motions in glasses [33]. We show how the shear-induced diffusion is controlled by the parameters, ϕ and γ̇ (Section 3.1), and analyze dynamic heterogeneities (Section 3.2). Then, we examine the relation between the maximum intensity and characteristic time scale for dynamic heterogeneities (Section 3.3) and discuss the link between the shear-induced diffusion and dynamic heterogeneities (Section 3.4).

3.1 Shear-induced diffusion

We quantify shear-induced diffusion of the particles by the transverse component of mean squared displacement (MSD) [42],

Δ2τ=1Ni=1Nδyiτ2ta,(2)

where the ensemble average ta is taken over different choices of the initial time ta (see Eq. 1). Figures 2A,B display the MSDs with different values of the control parameters, (A) ϕ and (B) γ̇, where the scaled shear rate and packing fraction are fixed to (A) γ̇t0=104 and (B) ϕ = 0.84, respectively. The horizontal axes are the time interval τ scaled by the shear rate γ̇, i.e. the shear strain applied to the system for the duration, γγ̇τ. In this figure, we used the model A for the damping force (see SM [41] for the results of model B, where we confirm that the results are qualitatively the same). As can be seen, every MSD exhibits a cross-over from super-diffusion to normal diffusion, Δ2(τ)γ̇τ (dashed lines), around a cross-over strain, γ = γc < 1 [17]. The MSDs monotonously increase with the increase of packing fraction ϕ (Figure 2A), whereas they decrease with the increase of shear rate γ̇ (Figure 2B). In simple shear flows, transverse motions of the particles are induced by contacts. The denser the system is, the more likely the particles make contacts. In addition, the particles can travel long distance during a certain strain interval if the shear rate is small. Therefore, transverse motions of the particles are most enhanced in quasi-static flows of dense systems [19]. Different from glass forming liquids [33], any plateaus are not observed in the MSDs. This means that neither caging nor sub-diffusion of the particles exists in our system [1517]. Note that the MSDs defined by non-affine displacements show qualitatively the same results (data are not shown).

FIGURE 2
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FIGURE 2. The MSD Δ2(τ) ((A) and (B)), normalized VACF C(τ)/C(0) ((C) and (D)), non-Gaussian parameter κ(τ) ((E) and (F)), self-intermediate scattering function Fs(τ) ((G) and (H)), and dynamic susceptibility χs(τ) ((I) and (J)) as functions of the shear strain γ=γ̇τ, where we used the model A for the damping force (see the SM [41] for the results of model B). In (A), (C), (E), (G), and (I), we increase the packing fraction of the particles ϕ as listed in the legend of (A), where the scaled shear rate is given by γ̇t0=104. In (B), (D), (F), (H), and (J), we decrease the scaled shear rate γ̇t0 as listed in the legend of (B), where the packing fraction is fixed to ϕ = 0.84. The dashed lines in (A) and (B) indicate the normal diffusion, Δ2γ̇τ, while those in (C)(F) represent zero. The inset to (C) is a zoom-in to the data for ϕ < ϕJ ≃ 0.8433 and γ̇t0=104. The insets to (I) and (J) are double logarithmic plots, where the dashed lines indicate the power-law behavior (with the slope 3.5). The vertical solid lines represent the peak positions of the dynamic susceptibility, i.e. γ*=γ̇τ*, for ϕ = 0.90 ((A), (C), (E), (G), and (I)) and γ̇t0=106 ((B), (D), (F), (H), and (J)). Note that all the results have been averaged over 102 samples.

We also analyze time correlations of transverse motions by the velocity auto-correlation function (VACF),

Cτ=1Ni=1Nviyta+τviytata.(3)

Figures 2C,D show the normalized VACFs, C(τ)/C(0), where ϕ and γ̇ vary as in Figures 2A,B, respectively. As can be seen, every VACF decays to zero if the shear strain exceeds the cross-over strain, γ > γc. Therefore, transverse velocities of the particles completely lose their memory when the system exhibits the normal diffusion (dashed lines in Figures 2A,B). If the packing fraction is small enough, i.e. ϕ < ϕJ, one observes that the VACFs are lowered to negative values and then converge to zero (see the inset to (C)), indicating backscattering of the particles [43]. Note that the backscattering effects are weakened if we use the model B for the damping force (see SM [41]). In short time scales, γ < γc, the VACF decays faster if we increase ϕ (Figure 2C) or decrease γ̇ (Figure 2D). Thus, the time correlations, as well as memory effects on transverse motions, are strongly suppressed in quasi-static flows of dense systems.

The probability distribution function (PDF) of particle displacements is associated with the self-van Hove function which is another important measure of diffusion [43]. Figure 3 shows our numerical results of the PDFs of transverse displacements, P(δyi(τ)), where the models (A) A and (B) B are used for the contact damping. In this figure, each PDF has been averaged over 102 samples. As can be seen, the PDFs are quite insensitive to the models and are symmetric around δyi(τ) = 0, indicating that the anisotropy is negligible in our systems [44].

FIGURE 3
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FIGURE 3. Semi-logarithmic plots of the PDFs of transverse displacements δyi(τ) (i = 1, , N), where the models (A) A and (B) B are used for the damping force. The shear strain increases from γ=γ̇τ=102 to 1 as listed in the legend of (A), where the control parameters are given by ϕ = 0.84 and γ̇t0=104.

The width (variance) of the PDF is equivalent to the MSD, while the shape of the PDF is characterized by the non-Gaussian parameter,

κτ=N1i=1Nδyiτ4taN1i=1Nδyiτ2ta23.(4)

The non-Gaussian parameter is defined as the kurtosis subtracted by three, which quantifies how the PDF deviates from the normal distribution (where κ(τ) = 0). Figures 2E,F display the time development of non-Gaussian parameters, κ(τ), where the control parameters change as in Figures 2A,B. In this figure, we used the model A for the damping force (see SM [41] for the results of model B). The non-Gaussian parameters converge to zero if the strain exceeds the cross-over strain, γ > γc, regardless of ϕ and γ̇. This means that the transverse displacements obey Gaussian distributions and thus are uncorrelated in space when the shear-induced diffusion is described as the normal diffusion. When molecules in a glass escape from a cage, the self-van Hove function strongly deviates from the normal distribution [45] so that the non-Gaussian parameter exhibits a characteristic peak. In our system, the non-Gaussian parameters do not show peaks because the particles are not trapped by cages and do not undergo sub-diffusion. Nevertheless, in short time scales (γ < γc), the non-Gaussian parameter tends to be large for ϕ > ϕJ (Figure 2E) and γ̇t01 (Figure 2F), implying that “transverse velocities” in quasi-static flows of dense systems are strongly non-Gaussian and may be spatially correlated [19].

3.2 Dynamic heterogeneities

Next, we examine dynamic heterogeneities of transverse motions of the particles. To quantify the dynamics of single particles, we introduce the self-intermediate scattering function as Fs(τ)=f̂s(τ)ta, where the function is defined as

f̂sτ=1Nisinkδyiτkδyiτ(5)

with the wave number, k = 2π/d0. Figures 2G,H show the time development of self-intermediate scattering functions, Fs(τ), where the parameters, ϕ and γ̇, vary as in Figures 2A,B, respectively (see SM [41] for the results of model B). In these figures, Fs(τ) monotonously decreases from one to zero and does not exhibit a plateau as we do not observe any plateaus in the MSDs. In addition, it becomes sufficiently small, Fs(τ) < 0.5, when the shear-induced diffusion is described as the normal diffusion. This means that most of the transverse displacements are greater than the particle radius if γ > γc (as can be seen in the data of MSDs). In short time scales (γ < γc), Fs(τ) decays faster if we increase ϕ (Figure 2G) or decrease γ̇ (Figure 2H). Therefore, the magnitude of transverse displacements is most enhanced in quasi-static flows of dense systems [19].

To further investigate spatio-temporal heterogeneous structures of transverse motions, we calculate the dynamic susceptibility as the variance of the function f̂s(τ), i.e.

χsτ=Nf̂sτ2f̂sτ2.(6)

Figures 2I,J display the time development of dynamic susceptibilities, χs(τ), where the control parameters change as in Figures 2A,B (see SM [41] for the results of model B). As in the case of glass forming liquids [34], χs(τ) has a single peak at a characteristic time scale, τ*. The height of the peak, χsχs(τ*), representing the maximum intensity of the heterogeneities, grows with the increase of ϕ (Figure 2I) [17] and decrease of γ̇ (Figure 2J). On the other hand, the peak position γ̇τ* decreases with increasing ϕ and decreasing γ̇. This is in sharp contrast to the dynamic heterogeneities in glasses [34] and homogeneously driven granular materials [7], where both the peak height and position, χs and τ*, increase when the systems approach the glass and jamming transitions. Note that the peak position γ̇τ* (vertical solid lines in Figure 2) is around (or less than) the cross-over strain γc. Moreover, we also find the power-law growth of dynamic susceptibility before the peak (dashed lines in the insets to (I) and (J)) as previously reported by experiments of two-dimensional granular materials under shear [6].

3.3 Dynamic criticality

In the case of glass forming liquids and homogeneously driven granular materials, both the peak height χs and position τ* of dynamic susceptibility are increased by e.g. the decrease of temperature [33] and the increase of packing fraction [7]. This implies the existence of dynamic criticality in thermally/athermally driven disordered systems, i.e. critical slowing down (the divergence of relaxation time τ*) is accompanied by the divergence of correlation length ξ*, where the correlation length is roughly estimated as ξ*χs1/d in d-dimension [34].

In our MD simulations, however, we find that χs grows while τ* shifts to short time scales if the system is dense and sheared quasistatically (Figures 2I,J). This means that instantaneous transverse motions, or “transverse velocities”, become more heterogeneous in space than the displacements in long time scales (γ > γc). To extract relations between the peak height and position of dynamic susceptibility, we make scatter plots of χs and γ̇τ* in Figure 4A. Here, the solid (open) symbols are the results of model A (B), where the shear rate is limited to quasi-static values, γ̇t0105 (10–4). We find that the relations between χs and γ̇τ* are well described by the power-laws, where the data of models A and B are fitted to γ̇τ*χs0.82 (solid line) and χs0.51 (dashed line), respectively. The data cannot be described by the power-laws if the shear rate is sufficiently large. Furthermore, the difference between the models becomes significant as χs decreases and γ̇τ* increases (Figure 4A), where the two models exhibit different rheological properties, i.e. the Newtonian fluids’ behavior and shear thickening, for ϕ < ϕJ and γ̇t01 (Figure 1). On the other hand, the difference between them is less pronounced if χs increases and γ̇τ* decreases (Figure 4A), where both the models show the same rheological behavior, i.e. shear thinning, for ϕ > ϕJ and γ̇t01 (Figure 1).

FIGURE 4
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FIGURE 4. (A) The peak position of dynamic susceptibility, γ̇τ*, and (B) diffusion coefficient over the shear rate, D/γ̇, as functions of the maximum intensity of dynamic heterogeneities, χs, where the packing fraction ϕ increases as listed in the legend of (A). The solid (open) symbols are the results of model A (B), where we only show the data in a quasi-static regime, γ̇t0105 (10–4). In (A), the solid (dashed) line is a power-law fit, γ̇τ*χs0.82 (χs0.51), to the data of model A (B). In (B), the solid line is the linear scaling, D/γ̇χs, for the results of model A, while the dashed line is a power-law fit, D/γ̇χs0.43, to the data of model (B). The insets are double logarithmic plots.

3.4 Shear-induced diffusion coefficient

It had been suggested by the elastoplastic model [35] that the diffusion coefficient of sheared athermal system is linked to the peak height of dynamic susceptibility as

Dχsγ̇.(7)

We examine this linear scaling relation between D and χsγ̇ by our numerical data. Extracting the shear-induced diffusion coefficient over the shear rate from the slope of MSD as D/γ̇=limτΔ2(τ)/2γ [42], we make scatter plots of D/γ̇ and χs in Figure 4B. We find that the results of model A (solid symbols) obey the linear scaling, Eq. 7 (solid line), regardless of the packing fraction ϕ, where the shear rate is limited to the quasi-static values, γ̇t0105. However, the model B (open symbols) exhibits a different scaling, D/γ̇χs0.43 (dashed line), for any ϕ and γ̇t0104. Though the scaling for the results of model B is controversial, the difference between the models for small χs can be associated with the different rheological properties in ϕ < ϕJ and γ̇t01 (Figure 1). In contrast, the difference becomes small if χs increases, where the same shear thinning, ηγ̇1, is observed in both the models (Figure 1). Interestingly, the product of shear-induced diffusion coefficient D and time scale τ* is almost constant, * ∼const., if the maximum intensity increases to χs>20 (see SM [41]). This relation, * ∼const., is insensitive to the models and mimics the Stokes-Einstein relation [46, 47]. However, the dependence of shear viscosity η on either χs or τ* is not monotonous (see SM [41]) and we cannot find a clear relationship between the viscosity and diffusion coefficient.

4 Discussion

In this study, we have numerically investigated shear-induced diffusion and dynamic heterogeneities in two-dimensional dense granular flows. Applying simple shear deformations to the system, we analyzed fluctuating transverse motions of the particles, where we focused on the role of packing fraction of the particles ϕ and shear rate γ̇. To examine the influence of different rheological properties, we introduced two different force laws to the damping force between the particles in contact (as the models A and B). We found that the transverse displacements (Eq. 1) are described as the normal diffusion if the applied strain exceeds the cross-over strain, γc < 1. In long time scales, γ > γc, the time correlations of transverse velocities vanish and the transverse displacements obey Gaussian distributions, where most of the transverse displacements exceed the particle radius. In short time scales, γ < γc, memory effects on the transverse velocities are strongly suppressed and the transverse displacements become highly non-Gaussian if the system is dense (ϕ > ϕJ) and sheared quasistatically (γ̇t0 ≪ 1). We confirmed that the dependence of the MSDs, VACFs, and non-Gaussian parameters on the control parameters, ϕ and γ̇, is qualitatively the same even if we change the model of contact damping. Different from thermally activated molecular motions in glasses [33], we did not observe any plateaus in the MSDs and self-intermediate scattering functions, and did not find any peaks in the non-Gaussian parameters. Therefore, neither the caging nor sub-diffusion exists in our shear-driven granular systems. In contrast, the dynamic susceptibility exhibits a peak at a characteristic time scale τ*. Increasing ϕ and decreasing γ̇, we found that the maximum of dynamic susceptibility χs increases though the peak position γ̇τ* shifts to short time scales. This trend is opposite to the dynamic criticality observed in glasses [48] and homogeneously driven granular materials [7], where we described our numerical results in a quasi-static regime as a power-law, γ̇τ*χsν, with the model-dependent exponent ν. Moreover, the diffusion coefficient over the shear rate, D/γ̇, is linear in the maximum of dynamic susceptibility χs (Eq. 7) if the model A is used for the contact damping. On the other hand, we found a sub-linear scaling between them, which is in conflict to the prediction made by the elastoplastic model [35], if the model B is used in MD simulations.

Though we have examined two different models of contact damping, where they exhibit the Newtonian fluids’ behavior and Bagnold scaling for sufficiently small ϕ and γ̇ [38], more systematic studies of the damping force are also possible [38, 49]. Furthermore, the effect of particle inertia which we have not studied here is also crucial to the rheology [50]. In general, interactions between the particles in contact drastically change the rheological behavior, e.g. frictional contacts induce discontinuous shear thickening [51, 52], whereas cohesive contacts result in discontinuous shear thinning [53]. Because our results suggest that the relation between the maximum intensity and characteristic time scale for dynamic heterogeneities, as well as the link between the shear-induced diffusion and dynamic heterogeneities, is dependent on rheological properties, further studies of the effect of particle inertia and interaction forces are necessary in future. In addition, different models of elastic forces, e.g. the Hertzian contact which takes account of the particle curvature, should also be examined. Moreover, non-spherical particle shapes [54] and the study in three dimensions [55, 56] are also important for experiments and industrial applications of this study.

5 Conclusion

In conclusion, we found that shear-induced transverse motions of granular particles are totally different from thermally activated molecular motions in glasses. The scaling relations between the maximum intensity of dynamic heterogeneities, characteristic time scale, and diffusion coefficient of the particles were confirmed in quasi-static flows, where the scaling exponents are dependent on the model of contact damping.

Data availability statement

The raw data supporting the conclusion of this article will be made available by the authors, without undue reservation.

Author contributions

KS and TK designed the research and wrote the article. KS performed the research.

Funding

This work was supported by KAKENHI Grant Nos. 20H01868, 21H01006, 22K03459, JPMJFR212T, 20H05157, 20H00128, 19K03767, 18H01188 from JSPS.

Conflict of interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

Publisher’s note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

Supplementary material

The Supplementary Material for this article can be found online at: https://www.frontiersin.org/articles/10.3389/fphy.2022.992239/full#supplementary-material

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Keywords: diffusion, dynamic heterogeneities, granular flow, jamming transition, rheology

Citation: Saitoh K and Kawasaki T (2022) Shear-induced diffusion and dynamic heterogeneities in dense granular flows. Front. Phys. 10:992239. doi: 10.3389/fphy.2022.992239

Received: 12 July 2022; Accepted: 21 September 2022;
Published: 12 October 2022.

Edited by:

Ramon Planet, University of Barcelona, Spain

Reviewed by:

Rushi Kumar B, VIT University, India
Prasenjit Das, Indian Institute of Science Education and Research Mohali, India

Copyright © 2022 Saitoh and Kawasaki. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Kuniyasu Saitoh, ay5zYWl0b2hAY2Mua3lvdG8tc3UuYWMuanA=

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