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Rheology of viscoelastic suspensions of spheres under small and large amplitude oscillatory shear by numerical simulations

机译:用数值模拟方法研究小振幅和大振幅剪切下球体粘弹性悬浮液的流变性

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摘要

The dynamic response of a viscoelastic suspension of spheres under small and large amplitude oscillatory shear is investigated by three-dimensional direct numerical simulations. A sliding triperiodic domain is implemented whereby the computational domain is regarded as the bulk of an infinite suspension. A fictitious domain method is used to manage the particle motion. After the stress field is computed, the bulk properties are recovered by an averaging procedure. The numerical method is validated by comparing the computed linear viscoelastic response of Newtonian and non-Newtonian suspensions with previous theories and simulations. The numerical predictions are in very good quantitative agreement with experimental data for the Newtonian case, whereas deviations are found with respect to some sets of experiments for semidilute and concentrated viscoelastic suspensions. To investigate on such discrepancies, the effect of aggregates in the bulk of the suspension is examined. The simulations show that the presence of structures significantly alters the loss modulus. Such an effect is more pronounced as the volume fraction increases. In this light, the above mentioned disagreement between simulations and data (and among experimental data themselves) can be rationalized, as its origin can be attributed to inhomogeneous particle configurations. For increasing strain amplitudes, both loss and storage moduli depart from the linear viscoelastic values. Although the deviations are qualitatively similar to the large amplitude response of the unfilled suspending matrix, our results for dilute and semidilute suspensions show that the decrease of the moduli is more and more pronounced as the volume fraction is higher. Furthermore, a higher concentration of solid particles reduces the value of strain amplitude such that the nonlinear behavior is observed. Simulations at higher frequencies also correctly capture the overshoot in the loss modulus for intermediate strain amplitudes. Finally, the effect of fluid elasticity on the particle motion is analyzed. The particles are found to move away from their starting positions and the average distance, computed at the beginning of each cycle with respect to the initial configuration, linearly increases with the number of cycles. The change in the microstructure is attributed to the long-range hydrodynamic interactions mediated by fluid viscoelasticity
机译:通过三维直接数值模拟研究了球在小振幅和大振幅振荡剪切作用下的粘弹性悬架的动力响应。实施了一个三重滑动域,从而将计算域视为无限悬浮的主体。虚拟域方法用于管理粒子运动。计算应力场后,通过平均过程恢复整体性质。通过将计算得到的牛顿和非牛顿悬架的线性粘弹性响应与以前的理论和模拟进行比较,验证了该数值方法的有效性。数值预测与牛顿实验的实验数据在数量上非常吻合,而在半稀释和浓缩粘弹性悬浮液的一些实验中发现了偏差。为了研究这种差异,检查了大部分悬浮液中聚集体的作用。仿真表明,结构的存在显着改变了损耗模量。随着体积分数的增加,这种效果更加明显。鉴于此,可以合理化上述仿真与数据(以及实验数据本身)之间的分歧,因为其起源可以归因于不均匀的粒子构型。为了增加应变幅度,损耗模量和储能模量均偏离线性粘弹性值。尽管偏差在质量上与未填充的悬架的大幅度响应相似,但我们对稀悬液和半稀悬液的结果表明,随着体积分数的增加,模量的减小越来越明显。此外,较高浓度的固体颗粒降低了应变幅度的值,从而观察到非线性行为。在较高频率下的仿真也可以正确捕获中间应变幅度的损耗模量的过冲。最后,分析了流体弹性对粒子运动的影响。发现粒子从其起始位置移开,并且在每个循环的开始相对于初始配置计算的平均距离随循环数线性增加。微观结构的变化归因于流体粘弹性介导的长期流体动力相互作用

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