Finite element analysis of stresses in a flexible bulk solid container

被引:0
|
作者
Pantaleev, Stefan Lyubomirov [1 ]
Papanicolopulos, Stefanos-Aldo [1 ]
Ooi, Jin Yeam [1 ]
机构
[1] Univ Edinburgh, Sch Engn, Robert Stevenson Rd,Kings Bldg, Edinburgh EH9 3FB, Midlothian, Scotland
基金
英国工程与自然科学研究理事会;
关键词
bulk stresses; finite element analysis; flexible bulk containers; wall pressures; FILLING PRESSURES; WALL PRESSURES; PREDICTIONS; SILOS; MODEL; FLOW;
D O I
10.1177/1369433218770973
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Current theories and design codes pertaining to storage structures for bulk solids have been developed in the context of rigid-walled silos and may not be applicable for smaller and highly flexible containers that are often used for industrial packaging and intermediate storage. The focus of this study is to investigate the effect of wall flexibility on the bulk stresses and wall pressures during storage using finite element analysis. The results show that when the wall stiffness is low, the computed bulk stresses in the vertical bin section are dominated by plasticity, while the stresses in the hopper section remain in the elastic state. In this situation, the wall pressure in the bin section is heavily influenced by the strength of the stored solid, which controls the extent of plastic flow. Overall, the normal wall pressure in the bin section is found to decrease with wall flexibility leading to a corresponding increase in vertical stress in the stored solid. As a consequence, the stresses in the hopper also increase leading to increasing loads on the hopper walls and potential exacerbation of handling issues for cohesive materials in highly flexible containers.
引用
收藏
页码:2518 / 2533
页数:16
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