Experiments on a square planform steel silo

被引:61
作者
Brown, CJ
Lahlouh, EH
Rotter, JM
机构
[1] Univ Edinburgh, Sch Civil & Environm Engn, Div Engn, Edinburgh EH9 3JN, Midlothian, Scotland
[2] Brunel Univ, Dept Mech Engn, Uxbridge UB8 3PH, Middx, England
[3] Univ London Queen Mary & Westfield Coll, London E1 4NS, England
基金
英国工程与自然科学研究理事会;
关键词
silos : bins; bunters; pressures; rectangular; experiments; pilot scale; sand; gravel; hoppers; free field cells; wall friction;
D O I
10.1016/S0009-2509(99)00574-6
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Rectangular planform silos have not been studied as often as their circular counterparts, and relatively little detailed information exists in the literature on pressure patterns which develop on their walls. This study used a pilot-scale square planform funnel flow unstiffened steel silo with relatively flexible walls to investigate the patterns of pressures on filling, during storage and during discharge. Two different free-flowing solids, sand and pea gravel, were used. The silo was instrumented with wall pressure cells, free field cells, strain gauges and displacement devices. From the extensive collected data, some examples of measured pressures during filling and discharge are presented, together with an introduction to the effects of eccentric discharge. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:4399 / 4413
页数:15
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