Marchal Ph, Hanotin C, Michot L J, de Richter S Kiesgen
CNRS, Laboratoire Réactions et Génie des Procédés (LRGP-GEMICO), UMR 7274, Université de Lorraine, Nancy, F-54001, France.
Phys Rev E Stat Nonlin Soft Matter Phys. 2013 Jul;88(1):012207. doi: 10.1103/PhysRevE.88.012207. Epub 2013 Jul 25.
In this paper, we present a model aimed at predicting the rheological response of a 3D dry granular system to nonstationary mechanical solicitations, subjected or not to vibrations. This model is based on a phenomenological two-state approach related to the inherent bimodal behavior of chain forces in granular packing. It is set up from a kinetic equation describing the dynamics of the contact network. To allow experimental assessment, the kinetic equation is transformed into a differential constitutive equation, relating stress to strain, from which rheological properties can be derived. Its integration allows predicting and describing several rheological behaviors, in stationary and nonstationary conditions, including viscous (Newtonian) and frictional (Coulombian) regimes, as well as elastic linear (Hookean and Maxwellian) and nonlinear behaviors. Despite its simplicity, since it involves only three independent parameters, the model is in very close agreement with experiments. Moreover, within experimental errors, the values of these parameters are independent of the type of test used to determine them, evidence of the self-consistency of the model.
在本文中,我们提出了一个模型,旨在预测三维干颗粒系统在受到或未受到振动的非平稳机械激励下的流变响应。该模型基于一种与颗粒堆积中链力固有的双峰行为相关的唯象双态方法。它是根据描述接触网络动力学的动力学方程建立的。为了便于进行实验评估,将动力学方程转化为一个将应力与应变联系起来的微分本构方程,由此可以推导出流变特性。对其进行积分可以预测和描述在平稳和非平稳条件下的几种流变行为,包括粘性(牛顿)和摩擦(库仑)状态,以及弹性线性(胡克和麦克斯韦)和非线性行为。尽管该模型很简单,因为它只涉及三个独立参数,但它与实验结果非常吻合。此外,在实验误差范围内,这些参数的值与用于确定它们的测试类型无关,这证明了该模型的自洽性。