论文标题

对干颗粒柱塌陷的有限尺寸分析

Finite-Size Analysis of the Collapse of Dry Granular Columns

论文作者

Man, Teng, Huppert, Herbert E., Li, Ling, Galindo-Torres, Sergio Andres

论文摘要

在这封信中,我们关注颗粒柱的尺寸效应,即使粒状组件的显微镜结构与它们的宏观行为之间的链接仍然不充分了解,这些颗粒柱倒塌的尺寸效应可能与复杂的地球物理流动的动力学相关。使用Sphero-Polyhedral离散元素方法(DEM),我们表明柱半径/晶粒尺寸比对塌陷行为有很大影响。进行有限尺寸的分析,灵感来自围绕拐点周围的相变,以获得具有临界指数的一般缩放方程,以进行淘汰距离。我们进一步将尺寸效应与强力网络联系起来,并形式化相关长度尺度,该比例与有效的纵横比成倍扩展。这样的缩放解决方案显示出与二维随机网络的渗透问题的相似性,并且可以扩展到其他类似的自然和工程系统。

In this letter, we focus on the size effect of granular column collapses, which are potentially connected to the dynamics of complex geophysical flows, even if the link between microscopic structures of granular assemblies and their macroscopic behaviors is still not well understood. Using the sphero-polyhedral discrete element method (DEM), we show that the column radius/grain size ratio has a strong influence on the collapse behavior. A finite-size analysis, which is inspired by a phase transition around an inflection point, is performed to obtain a general scaling equation with critical exponents for run-out distances. We further link the size effect with the strong force network and formalize a correlation length scale that exponentially scales with the effective aspect ratio. Such a scaling solution shows similarities with the percolation problem of two-dimensional random networks and can be extended to other similar natural and engineering systems.

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