Abstract

The bulk properties of powders depend on material characteristics and size of the primary particles. During storage and transportation processes in the powder processing industry, the material undergoes various modes of deformation and stress conditions, e.g., due to compression or shear. In many applications, it is important to know when powders are yielding, i.e. when they start to flow under shear; in other cases it is necessary to know how much stress is needed to keep them flowing. The measurement of powder yield and flow properties is still a challenge and will be addressed in this study. In the framework of the collaborative project T-MAPPP, a large set of shear experiments using different shear devices, namely the Jenike shear tester, the ELE direct shear tester, the Schulze ring shear tester and the FT4 powder rheometer, have been carried out on eight chemically-identical limestone powders of different particle sizes in a wide range of confining stresses. These experiments serve two goals: i) to test the reproducibility/consistency among different shear devices and testing protocols; ii) to relate the bulk behaviour to microscopic particle properties, focusing on the effect of particle size and thus inter-particle cohesion. The experiments show high repeatability for all shear devices, though some of them show more fluctuations than others. All devices provide consistent results, where the FT4 powder rheometer gives lower yield/steady state stress values, due to a different pre-shearing protocol. As expected, the bulk cohesion decreases with increasing particle size (up to 150 μm), due to the decrease of inter-particle cohesion. The bulk friction, characterized in different ways, is following a similar decreasing trend, whereas the bulk density increases with particle size in this range. Interestingly, for samples with particle sizes larger than 150 μm, the bulk cohesion increases slightly, while the bulk friction increases considerably—presumably due to particle interlocking effects—up to magnitudes comparable to those of the finest powders. Furthermore, removing the fines from the coarse powder samples reduces the bulk cohesion and bulk density, but has a negligible effect on the bulk friction. In addition to providing useful insights into the role of microscopically attractive, van der Waals, gravitational and/or compressive forces for the macroscopic bulk powder flow behaviour, the experimental data provide a robust database of cohesive and frictional fine powders for industrially relevant designs such as silos, as well as for calibration and validation of models and computer simulations.

Highlights

  • Granular materials are omnipresent in our daily life † *Received 10 May 2017; Accepted 27 June 2017J-STAGE Advance published online 23 September 2017P.O

  • The shear test sequence starts with the filling of the shear box by dry pluviation of the powder into the box until a height of approximately 40 mm is reached; (a) The ELE direct shear tester and (b) the schematic representation of the ELE direct shear cell set-up

  • When we look at the φ value as shown in Similar behaviour is observed for two other Eskal powders tested using RST-01, RST-XS, FT4 and direct shear tester (DST): cohesive

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Summary

Introduction

TEL: +31(0)53-489-6445 and widely used in various industries such as food, pharmaceutical, agriculture and mining. Previous studies have been focusing on this problem by performing round-robin experimental studies on the Jenike tester (Akers, 1992), the Schulze ring shear tester (Schulze, 2001) and the Brookfield powder flow tester (Berry et al, 2015) as well as comparing different devices (Koynov et al, 2015). Once the agreement between the shear devices is established, measurements can be combined to characterise the powders over a wider stress range, which is not achievable with a single device To achieve this goal, a systematic study has been carried out by testing 8 powders (Eskal limestone with median particle diameter from 2.2 to 938 μm) in 5 shear testers

Material description and characterization
Experimental set-up
Schulze ring shear tester—RST-01 and RSTXS
FT4 powder rheometer
Test procedures
Comparison of shear devices
Low normal stress
Moderate normal stress
High normal stress
Summary of device comparison
Bulk density at steady state
Effects of varying particle size
Angle of internal friction from incipient flow
Cohesive strength from incipient flow
Bulk friction from steady state flow
Quantities relevant for silo design
Effective angle of internal friction
Flow function and powder flowability
Findings
Conclusion and outlook
Full Text
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