Powder Compaction Mechanics: A New General Theoretical Formulation

A new general formulation of powder compaction mechanics based on continuum mechanics concepts is presented. The general governing equations are developed, and the analysis of both dynamic and quasi-static compaction of powders in cylindrical dies is presented. In the analysis a constitutive relatio...

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Main Author: Mahir H.H. Es-Saheb
Format: Article
Language:English
Published: Elsevier 2003-01-01
Series:Journal of King Saud University: Engineering Sciences
Online Access:http://www.sciencedirect.com/science/article/pii/S1018363918307621
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spelling doaj-d42b190051674d02a5e312c5fdd737ee2020-11-24T22:13:35ZengElsevierJournal of King Saud University: Engineering Sciences1018-36392003-01-011516778Powder Compaction Mechanics: A New General Theoretical FormulationMahir H.H. Es-Saheb0Department of Mechanical Engineering, College of Engineering, King Saud University, P.O.Box 800, Riyadh 11421, Saudi ArabiaA new general formulation of powder compaction mechanics based on continuum mechanics concepts is presented. The general governing equations are developed, and the analysis of both dynamic and quasi-static compaction of powders in cylindrical dies is presented. In the analysis a constitutive relation of isotropic viscous porous solid model for the powders, linear relation forms between strain and strain rates and modified mechanical properties relations similar to those developed in rock mechanics and geomechanics are used. Subsequently, the stresses and densities distributions throughout the compact including the friction conditions at any time are shown to be achieved. The preliminary results conducted on di-pac-sugar powder, uniaxially compacted at constant compression rates ranges from 10−4/s to 102/s, were encouraging. The theoretical models developed are in excellent agreement with the experimental data, particularly those obtained for densities and viscosities. The variation in both cases is found to be less than 5%.http://www.sciencedirect.com/science/article/pii/S1018363918307621
collection DOAJ
language English
format Article
sources DOAJ
author Mahir H.H. Es-Saheb
spellingShingle Mahir H.H. Es-Saheb
Powder Compaction Mechanics: A New General Theoretical Formulation
Journal of King Saud University: Engineering Sciences
author_facet Mahir H.H. Es-Saheb
author_sort Mahir H.H. Es-Saheb
title Powder Compaction Mechanics: A New General Theoretical Formulation
title_short Powder Compaction Mechanics: A New General Theoretical Formulation
title_full Powder Compaction Mechanics: A New General Theoretical Formulation
title_fullStr Powder Compaction Mechanics: A New General Theoretical Formulation
title_full_unstemmed Powder Compaction Mechanics: A New General Theoretical Formulation
title_sort powder compaction mechanics: a new general theoretical formulation
publisher Elsevier
series Journal of King Saud University: Engineering Sciences
issn 1018-3639
publishDate 2003-01-01
description A new general formulation of powder compaction mechanics based on continuum mechanics concepts is presented. The general governing equations are developed, and the analysis of both dynamic and quasi-static compaction of powders in cylindrical dies is presented. In the analysis a constitutive relation of isotropic viscous porous solid model for the powders, linear relation forms between strain and strain rates and modified mechanical properties relations similar to those developed in rock mechanics and geomechanics are used. Subsequently, the stresses and densities distributions throughout the compact including the friction conditions at any time are shown to be achieved. The preliminary results conducted on di-pac-sugar powder, uniaxially compacted at constant compression rates ranges from 10−4/s to 102/s, were encouraging. The theoretical models developed are in excellent agreement with the experimental data, particularly those obtained for densities and viscosities. The variation in both cases is found to be less than 5%.
url http://www.sciencedirect.com/science/article/pii/S1018363918307621
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