Numerical simulation of normal stress distribution on the base of granular piles

In this paper, we develop a mathematical model and numerical technique to investigate the distribution of the normal force on the base of granular piles. Two-dimensional discrete element (DEM) simulations, based on the soft particle contact model, have been carried out to generate granular piles by...

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Main Authors: Alshanti, W., Wiwatanapataphee, B., Wu, Yong Hong
Format: Journal Article
Published: Scientific Advances publishers 2012
Online Access:http://hdl.handle.net/20.500.11937/7217
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author Alshanti, W.
Wiwatanapataphee, B.
Wu, Yong Hong
author_facet Alshanti, W.
Wiwatanapataphee, B.
Wu, Yong Hong
author_sort Alshanti, W.
building Curtin Institutional Repository
collection Online Access
description In this paper, we develop a mathematical model and numerical technique to investigate the distribution of the normal force on the base of granular piles. Two-dimensional discrete element (DEM) simulations, based on the soft particle contact model, have been carried out to generate granular piles by pouring granules from a rising funnel with a small outlet. The results show that the normal force distributions under the granular piles that constructed from localized source exhibit a local minimum at the centre of the base under the pile vertex. The results are in good agreement with experimental observations.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T06:15:14Z
publishDate 2012
publisher Scientific Advances publishers
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spelling curtin-20.500.11937-72172017-01-30T10:58:26Z Numerical simulation of normal stress distribution on the base of granular piles Alshanti, W. Wiwatanapataphee, B. Wu, Yong Hong In this paper, we develop a mathematical model and numerical technique to investigate the distribution of the normal force on the base of granular piles. Two-dimensional discrete element (DEM) simulations, based on the soft particle contact model, have been carried out to generate granular piles by pouring granules from a rising funnel with a small outlet. The results show that the normal force distributions under the granular piles that constructed from localized source exhibit a local minimum at the centre of the base under the pile vertex. The results are in good agreement with experimental observations. 2012 Journal Article http://hdl.handle.net/20.500.11937/7217 Scientific Advances publishers restricted
spellingShingle Alshanti, W.
Wiwatanapataphee, B.
Wu, Yong Hong
Numerical simulation of normal stress distribution on the base of granular piles
title Numerical simulation of normal stress distribution on the base of granular piles
title_full Numerical simulation of normal stress distribution on the base of granular piles
title_fullStr Numerical simulation of normal stress distribution on the base of granular piles
title_full_unstemmed Numerical simulation of normal stress distribution on the base of granular piles
title_short Numerical simulation of normal stress distribution on the base of granular piles
title_sort numerical simulation of normal stress distribution on the base of granular piles
url http://hdl.handle.net/20.500.11937/7217