Effects of Moving Side Walls on Confined Granular Packings

Granular materials have numerous industrial and geophysical applications. However, many phenomenon exhibited by granular media are not yet fully explained. Nowadays simulation has emerged as an important tool to investigate the complex properties exhibited by granular media. The influence of side...

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Main Authors: Ram Chand, Zubair Ahmed Memon, Abdul Qadir
Format: Article
Language:English
Published: Mehran University of Engineering and Technology 2011-07-01
Series:Mehran University Research Journal of Engineering and Technology
Subjects:
Online Access:http://publications.muet.edu.pk/research_papers/pdf/pdf128.pdf
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spelling doaj-667aa3f259254538924c29bb1242682c2020-11-24T22:30:28ZengMehran University of Engineering and TechnologyMehran University Research Journal of Engineering and Technology0254-78212413-72192011-07-01303411416128Effects of Moving Side Walls on Confined Granular PackingsRam ChandZubair Ahmed MemonAbdul QadirGranular materials have numerous industrial and geophysical applications. However, many phenomenon exhibited by granular media are not yet fully explained. Nowadays simulation has emerged as an important tool to investigate the complex properties exhibited by granular media. The influence of side walls movement of a granular column is investigated by discrete element, molecular dynamics simulations. The evolution of stress profile and deflection of vertical stresses is due to different bead sizes, coefficient of friction between grains and confining wall is investigated by using large-scale discrete element MD simulations in 3D. In such a configuration, it is found that apparent mass systemically increases with the increase in diameter of granules. As soon as the wall stops moving, the column attains equilibrium. The stress profiles are in good agreement with the Janssen form for high friction coefficient, while some deviations remain for smaller values of friction coefficient. The wall movement augments the number of particle-wall and particle-particle forces at the Coulomb criterion. The results indicate the variation in shielding of vertical stresses in granular column; it can be attributed to the fiction between the beads and the confining walls of the container.http://publications.muet.edu.pk/research_papers/pdf/pdf128.pdfGranular MaterialsGranular SolidsStress Transmission.
collection DOAJ
language English
format Article
sources DOAJ
author Ram Chand
Zubair Ahmed Memon
Abdul Qadir
spellingShingle Ram Chand
Zubair Ahmed Memon
Abdul Qadir
Effects of Moving Side Walls on Confined Granular Packings
Mehran University Research Journal of Engineering and Technology
Granular Materials
Granular Solids
Stress Transmission.
author_facet Ram Chand
Zubair Ahmed Memon
Abdul Qadir
author_sort Ram Chand
title Effects of Moving Side Walls on Confined Granular Packings
title_short Effects of Moving Side Walls on Confined Granular Packings
title_full Effects of Moving Side Walls on Confined Granular Packings
title_fullStr Effects of Moving Side Walls on Confined Granular Packings
title_full_unstemmed Effects of Moving Side Walls on Confined Granular Packings
title_sort effects of moving side walls on confined granular packings
publisher Mehran University of Engineering and Technology
series Mehran University Research Journal of Engineering and Technology
issn 0254-7821
2413-7219
publishDate 2011-07-01
description Granular materials have numerous industrial and geophysical applications. However, many phenomenon exhibited by granular media are not yet fully explained. Nowadays simulation has emerged as an important tool to investigate the complex properties exhibited by granular media. The influence of side walls movement of a granular column is investigated by discrete element, molecular dynamics simulations. The evolution of stress profile and deflection of vertical stresses is due to different bead sizes, coefficient of friction between grains and confining wall is investigated by using large-scale discrete element MD simulations in 3D. In such a configuration, it is found that apparent mass systemically increases with the increase in diameter of granules. As soon as the wall stops moving, the column attains equilibrium. The stress profiles are in good agreement with the Janssen form for high friction coefficient, while some deviations remain for smaller values of friction coefficient. The wall movement augments the number of particle-wall and particle-particle forces at the Coulomb criterion. The results indicate the variation in shielding of vertical stresses in granular column; it can be attributed to the fiction between the beads and the confining walls of the container.
topic Granular Materials
Granular Solids
Stress Transmission.
url http://publications.muet.edu.pk/research_papers/pdf/pdf128.pdf
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