Experimental and numerical study of granular medium-rough wall interface friction

被引:5
作者
El Cheikh, Khadija [1 ,2 ]
Djelal, Chafika [1 ]
Vanhove, Yannick [1 ]
Pizette, Patrick [2 ]
Remond, Sebastien [2 ]
机构
[1] Univ Artois, EA 4515, Lab Genie Civil & Geoenvironm LGCgE, F-62400 Bethune, France
[2] Univ Artois, LGCgE Lab Genie Civil & geoEnvironm, IMT Lille Douai, Dept Genie Civil & Environm,EA 4515,Univ Lille, F-59000 Lille, France
关键词
Granular medium; Shear; Friction; Rough wall; DEM; DISCRETE ELEMENT; BEHAVIOR; CONCRETE; PACKING; SPHERES; FLOWS; MODEL;
D O I
10.1016/j.apt.2017.10.020
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Wall roughness plays a crucial role in granular medium - rough wall interface friction. In this study, an experimental device has been designed to study the influence of boundary conditions, more specifically wall roughness, on the behavior of sheared granular medium. The study is based on use of an analog model, and consists of simulating roughness by means of notches and grains in the medium by monodisperse beads and on use of a numerical model based on the discrete element method. The test protocol entails displacing at fixed speed notched rods under confined granular medium. Movement of the beads layer near the rods as well as friction of the beads against the rods are both studied herein. Results indicate that the parameter controlling friction at the granular medium - rough wall interface is primarily the depth of beads embedment in surface asperities. The objective of the associated numerical modeling is to supplement the experimental results. (C) 2017 The Society of Powder Technology Japan. Published by Elsevier B.V. and The Society of Powder Technology Japan. All rights reserved.
引用
收藏
页码:130 / 141
页数:12
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