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Numerical Modeling of Wall Pressure in Silo with and Without Insert Cover

Numerical Modeling of Wall Pressure in Silo with and Without Insert

Open Access
|Oct 2020

Abstract

This paper presents a methodology based on the finite element method to simulate the flow of granular materials. Moreover, it allows proper estimation of dynamic pressure during silo discharge since this subject is still under discussion, especially for designing silos with an insert (an input element). A 2-D simulation of the discharge process of a cylindrical silo with cone and a central discharging orifice was performed. Two cases were studied, with and without using insert in silo. Numerical analysis was carried out with the help of the uncoupled arbitrary Lagrangian–Eulerian (ALE) approach. The resulting dynamic pressure distribution on the silo wall for each of the two cases was inferred numerically. The resulting values of pressure were compared with the results of the experimental study on a cylindrical metal silo to demonstrate the accuracy of the numerical model in determining the dynamic wall pressure, especially in the case of using an insert in silo during discharge.

DOI: https://doi.org/10.2478/sgem-2020-0009 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 22 - 33
Submitted on: Jul 18, 2020
Accepted on: Sep 21, 2020
Published on: Oct 28, 2020
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2020 Frzat Askif, Hala Hammadeh, Andrzej Ubysz, Marek Maj, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.