Transients in shear thickening suspensions: when hydrodynamics matters

Shivakumar Athani, Bloen Metzger, Yoël Forterre, Romain Mari
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Abstract

Using particle-based numerical simulations performed under pressure-imposed conditions, we investigate the transient dilation dynamics of a shear thickening suspension brought to shear jamming. We show that the stress levels, instead of diverging as predicted by steady state flow rules, remain finite and are entirely determined by the coupling between the particle network dilation and the resulting Darcy backflow. System-spanning stress gradients along the dilation direction lead to cross-system stress differences scaling quadratically with the system size. Measured stress levels are quantitatively captured by a continuum model based on a Reynolds-like dilatancy law and the Wyart-Cates constitutive model. Beyond globally jammed suspensions, our results enable the modeling of inhomogeneous flows where shear jamming is local, e.g. under impact, which eludes usual shear thickening rheological laws.
剪切增稠悬浮液中的瞬态:流体力学的重要性
我们利用在施加压力条件下进行的基于粒子的数值模拟,研究了剪切稠化悬浮液在剪切力作用下的瞬态扩张动力学。我们发现,应力水平并没有像稳态流动规则所预测的那样发散,而是保持有限,并且完全由粒子网络扩张和由此产生的达西回流之间的耦合决定。沿扩张方向的跨系统应力梯度导致跨系统应力差异与系统大小成正比例关系。测量到的应力水平可通过基于雷诺样扩张定律和怀亚特-科特斯构成模型的连续体模型定量捕捉。除了全局干扰悬浮液之外,我们的研究结果还可以模拟局部剪切干扰的不均匀流动,例如在冲击作用下的不均匀流动,这与通常的剪切增稠流变学定律不同。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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