Structural and mechanical characteristics of sphere packings near the jamming transition: From fully amorphous to quasiordered structures

H. Mizuno, Kuniyasu Saitoh, L. Silbert
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引用次数: 1

Abstract

Mechanically stable sphere packings are generated in three-dimensional space using the discrete element method, which span a wide range in structural order, ranging from fully amorphous to quasi-ordered structures, as characterized by the bond orientational order parameter. As the packing pressure, $p$, varies from the marginally rigid limit at the jamming transition ($p \approx 0$) to that of more robust systems ($p \gg 0$), the coordination number, $z$, follows a familiar scaling relation with pressure, namely, $\Delta z = z - z_c \sim p^{1/2}$, where $z_c = 2d = 6$ ($d=3$ is the spatial dimension). While it has previously been noted that $\Delta z$ does indeed remain the control parameter for determining the packing properties, here we show how the packing structure plays an influential role on the mechanical properties of the packings. Specifically, we find that the elastic (bulk $K$ and shear $G$) moduli, generically referred to as $M$, become functions of both $\Delta z$ and the structure, to the extent that $M-M_c \sim \Delta z$. Here, $M_c$ are values of the elastic moduli at the jamming transition, which depend on the structure of the packings. In particular, the zero shear modulus, $G_c=0$, is a special feature of fully amorphous packings, whereas more ordered packings take larger, positive values, $G_c > 0$.
接近干扰转变的球形填料的结构和力学特性:从完全非晶到准有序结构
采用离散元法在三维空间中生成了机械稳定的球形填料,其结构有序范围广,从完全无定形结构到准有序结构,以键取向有序参数为特征。由于填料压力$p$从卡塞过渡时的边缘刚性极限($p \approx 0$)变化到更强健的系统的极限($p \gg 0$),因此配位数$z$遵循与压力相似的标度关系,即$\Delta z = z - z_c \sim p^{1/2}$,其中$z_c = 2d = 6$ ($d=3$为空间维度)。虽然之前已经注意到$\Delta z$确实仍然是确定填料性能的控制参数,但在这里我们展示了填料结构如何对填料的机械性能起影响作用。具体来说,我们发现弹性(体积$K$和剪切$G$)模量,通常称为$M$,成为$\Delta z$和结构的函数,在一定程度上$M-M_c \sim \Delta z$。其中$M_c$是在干扰过渡时弹性模量的值,它取决于填料的结构。特别是,零剪切模量$G_c=0$,是完全非晶填料的一个特殊特征,而更有序的填料具有更大的正值$G_c > 0$。
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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