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高于堵塞起始点压缩的颗粒填料的剪切响应。

Shear response of granular packings compressed above jamming onset.

作者信息

Wang Philip, Zhang Shiyun, Tuckman Philip, Ouellette Nicholas T, Shattuck Mark D, O'Hern Corey S

机构信息

Department of Mechanical Engineering and Materials Science, Yale University, New Haven, Connecticut 06520, USA.

Department of Physics, University of Science and Technology of China, Hefei, Anhui 230026, China.

出版信息

Phys Rev E. 2021 Feb;103(2-1):022902. doi: 10.1103/PhysRevE.103.022902.

Abstract

We investigate the mechanical response of jammed packings of repulsive, frictionless spherical particles undergoing isotropic compression. Prior simulations of the soft-particle model, where the repulsive interactions scale as a power law in the interparticle overlap with exponent α, have found that the ensemble-averaged shear modulus 〈G(P)〉 increases with pressure P as ∼P^{(α-3/2)/(α-1)} at large pressures. 〈G〉 has two key contributions: (1) continuous variations as a function of pressure along geometrical families, for which the interparticle contact network does not change, and (2) discontinuous jumps during compression that arise from changes in the contact network. Using numerical simulations, we show that the form of the shear modulus G^{f} for jammed packings within near-isostatic geometrical families is largely determined by the affine response G^{f}∼G_{a}^{f}, where G_{a}^{f}/G_{a0}=(P/P_{0})^{(α-2)/(α-1)}-P/P_{0}, P_{0}∼N^{-2(α-1)} is the characteristic pressure at which G_{a}^{f}=0, G_{a0} is a constant that sets the scale of the shear modulus, and N is the number of particles. For near-isostatic geometrical families that persist to large pressures, deviations from this form are caused by significant nonaffine particle motion. We further show that the ensemble-averaged shear modulus 〈G(P)〉 is not simply a sum of two power laws, but 〈G(P)〉∼(P/P_{c})^{a}, where a≈(α-2)/(α-1) in the P→0 limit and 〈G(P)〉∼(P/P_{c})^{b}, where b≳(α-3/2)/(α-1), above a characteristic pressure that scales as P_{c}∼N^{-2(α-1)}.

摘要

我们研究了在各向同性压缩下,由相互排斥、无摩擦的球形颗粒组成的堵塞堆积物的力学响应。先前对软颗粒模型的模拟发现,其中排斥相互作用在颗粒间重叠处按幂律缩放,指数为α,在大压力下,系综平均剪切模量〈G(P)〉随压力P的增加而增加,比例约为P^{(α - 3/2)/(α - 1)}。〈G〉有两个关键贡献:(1) 沿着几何族随压力的连续变化,在此过程中颗粒间接触网络不变;(2) 压缩过程中由于接触网络变化而产生的不连续跳跃。通过数值模拟,我们表明近等静压几何族内堵塞堆积物的剪切模量G^{f}的形式在很大程度上由仿射响应G^{f}∼G_{a}^{f}决定,其中G_{a}^{f}/G_{a0}=(P/P_{0})^{(α - 2)/(α - 1)}-P/P_{0},P_{0}∼N^{-2(α - 1)}是G_{a}^{f}=0时的特征压力,G_{a0}是设定剪切模量尺度的常数,N是颗粒数量。对于持续到高压力的近等静压几何族,偏离这种形式是由显著的非仿射颗粒运动引起的。我们进一步表明,系综平均剪切模量〈G(P)〉不是两个幂律的简单相加,而是〈G(P)〉∼(P/P_{c})^{a},其中在P→0极限下a≈(α - 2)/(α - 1),在高于按P_{c}∼N^{-2(α - 1)}缩放的特征压力时,〈G(P)〉∼(P/P_{c})^{b},其中b≳(α - 3/2)/(α - 1)。

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