Elsevier

Powder Technology

Volume 268, December 2014, Pages 237-243
Powder Technology

Microstructure and micromechanics of polydisperse granular materials: Effect of the shape of particle size distribution

https://doi.org/10.1016/j.powtec.2014.08.020Get rights and content

Highlights

  • The microstructure and micromechanics of granular media were investigated.

  • The continuous and discrete PSDs were applied.

  • Uniaxial compression test was modelled using discrete element method.

  • Microstructure is determined by the type of PSD.

Abstract

The uniaxial compression of polydisperse spheres with continuous: normal, log-normal, arbitrary and discrete uniform particle size distribution was modelled with the discrete element method (DEM). The evolution of solid fraction, coordination number and fabric tensor with increasing compressive stress was investigated in granular packings of equal mean particle diameter and standard deviation of particle mean diameter. The study of the relationship between the shape of particle size distribution and the micromechanical properties of granular packings included the determination of the contact forces and the degree of mobilisation of friction in contacts between particles. Slight influence of the shape of continuous particle size distribution on the solid fraction and coordination number in polydisperse packings was observed. The discrete uniform distribution provided the number of contacts lower by 7% as compared to continuous distribution. Concerning the mobilisation of friction in contacts between spheres, the average ratio of the tangential: normal contact forces in packing with discrete distribution was 25% higher than the one calculated for normal particle size distribution.

Introduction

The polydispersity of particulate system is one of the physical attributes of granular materials which determine their fabric and micromechanics [1], [2], [3]. The term fabric denotes the physical constitution of a granular material as expressed by the spatial arrangement of the particles and associated voids [4] which is of great importance in many branches of science and technology. Many scientific papers dealing with the microstructure of packings of ideal uniformly sized spheres have been published over the past several decades [5], [6], [7], however the most particle packings involved in the industrial and natural processes are composed of a broad range of particle sizes. The degree of particle size heterogeneity was found to determine the geometrical and micromechanical properties of packings, which in turn strongly affected their mechanical response to shear [1] or compaction [8], [9] as well as the segregation and flow of particle mixtures during mixing [10] and discharge processes [11]. In general, the research on polydisperse particulate systems focused on the study of relationship between degree of polydispersity of packings and their mechanical properties [1], [3]. The particle size distribution may be described by various distribution functions which were reported to determine porosity and coordination number in granular packings [12], [13], [14]. In the majority of investigations carried out in that field the Gaussian (normal) or log-normal particle size distributions were applied [15], [16], [17]. These two distributions are most often assumed to describe the random variation that occurs in the data from many scientific disciplines [18], [19], [20], however other distributions, such as exponential, arbitrary, bimodal, uniform or Rossin–Rammler may be also applied to describe the particle size distribution in particulate systems [13], [15]. Understanding the relationship between particle size distribution and micromechanical properties of granular packings is of high importance to many branches of industry in which granular materials are processed, e.g. pharmaceutical, chemical, building or ceramics industry. Microstructure characterization of particulate media is critical to understand and predict their macromechanical response to loads applied during mechanical processes that in turn affects efficiency of the process as well as quality and safety of products.

Due to insufficient knowledge on the microstructure and micromechanical properties of particulate assemblies, resulting from limitations of experimental methods, computational approaches are increasingly preferred to represent granular media. In mechanics and physics, the description and modelling of heterogeneous particulate materials such as powders or grains may be done in two ways [21]. The first one, based on continuum theory, relies on empirical assumptions about the macroscopic material behaviour and involves stress, strain and plastic yield conditions. In the second approach, the macroscopic analysis is complemented by a microscopic description of the material in which individual particles and their interactions are modelled. Although both approaches have gained widespread application in the physics and mechanics of granular materials [22], [23], [24], [25] the micromechanical approaches, which take into account the discrete nature of the particulate system, are commonly preferred to continuum-mechanical approaches.

Numerous two- and three-dimensional models, based on micromechanical approaches, have been proposed to simulate the polydisperse packings of particles [12], [26], [27], [14].

Suzuki and Oshima [28] investigated the relation between the coordination numbers and the shape of particle size distributions in mixtures of randomly packed spheres with log-normal, log-uniform, Rosin–Rammler and Andreasen (Gaudin–Schuhmann) distributions. They found that an average coordination number is close to 6 which is the value for a uniform-sized sphere bed, and it is independent on the type of size distribution. Hwang et al. [12] simulated the two-dimensional packing structures for circular and ellipsoidal particles with normal, Rosin–Rammler and uniform size distributions. In these simulations, the mean particle size and standard deviation of particle mean diameter were set to be the same. The authors showed significant influence of the shape of particle size distribution on packing porosity and the average coordination number in system. For ellipsoidal particles uniform distribution provided the highest porosity and the lowest porosity was observed in system with normal distribution. The study by Roozbahani et al. [14] of the effect of shape of particle size distributions on the porosity in multi-sized sphere packings with the same size range and normal, exponential, log-normal and arbitrary size distributions indicated that log-normal distribution of diameters of spheres provided the lowest value of porosity among all the distributions. The highest porosity was observed in samples with arbitrary particle size distribution.

The three-dimensional molecular-dynamics simulations of unbounded shear flows were conducted by Dahl et al. [15] to investigate the stresses and granular energy in granular materials with Gaussian and lognormal size distributions. The shear stress and pressure in mixtures were found similar to the ones predicted by monodisperse kinetic theory and independent on the width of particle size distribution. This width-independent nature of the total stresses was traced to an effective balancing of the stresses between the larger particles, which generate relatively high stresses, and smaller particles, which generate lower stresses. Moreover, the granular energy in Gaussian and lognormal systems was found to be unequally distributed among the various sizes of particles, with large particles possessing more granular energy than their smaller counterparts.

Earlier performed investigations have shown that microstructural properties of granular assembly are strongly affected by the width of particle size distribution, however description of fabric and micromechanical behaviour of granular deposits with various particle size distributions is still far from being complete. Although many studies on the fabric of particulate systems have been published over the past several decades, more insight is necessary to understand the relationship between microstructure and micromechanical properties of granular packings. Thus, the objective of the reported project was to examine relationship between characteristics of microstructure of the polydisperse granular packing and its behaviour under mechanical load. This knowledge is valuable for design of process equipment as well as for control of technological operations.

Section snippets

Discrete element method

Discrete element method (DEM), based on a microstructural approach [29], with the non-linear Hertz–Mindlin contact model was applied to model uniaxial compression tests of granular packings. The viscoelastic contact between particles may be presented by the set composed by an elastic spring and viscous damper in the normal direction, and spring, damper and frictional slider in the tangential direction [3]. Spring models accumulation of elastic energy in the system, whilst damper and slider

Microstructural characterization

The study of microstructure of packings comprising non-uniformly sized spheres included the determination of the solid fraction, the number of contacts and the fabric tensor.

Conclusions

The realistic design of process equipment for particulate technology involves consideration of the influence of degree of polydispersity of granular material, however consideration of the significance of shape of particle size distribution is still insufficient. Thus, three-dimensional DEM simulations were conducted for packings of spheres with continuous: normal, log-normal and arbitrary particle size distribution, and with discrete uniform particle size distribution to examine the influence

Dr Joanna Wiącek is a graduate of the Department of Physics, University of Maria Curie—Skłodowska, Poland. In 2004, Dr Wiącek started PhD studies at the Institute of Agrophysics, Polish Academy of Sciences, and she defended her PhD thesis in 2008. The objective of her research is numerical and experimental investigation of mechanical properties of granular plant materials. Dr Wiącek has participated in several international conferences and workshops. She is a coauthor of a number of papers

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    Dr Joanna Wiącek is a graduate of the Department of Physics, University of Maria Curie—Skłodowska, Poland. In 2004, Dr Wiącek started PhD studies at the Institute of Agrophysics, Polish Academy of Sciences, and she defended her PhD thesis in 2008. The objective of her research is numerical and experimental investigation of mechanical properties of granular plant materials. Dr Wiącek has participated in several international conferences and workshops. She is a coauthor of a number of papers published in journals from the ISI List, and has participated in the completion of several research projects.

    Marek Molenda is employed at the Institute of Agrophysics, Polish Academy of Sciences Lublin, Poland. M.Sc.Eng. in mechanical engineering, PhD in agronomy, Professor of Agronomy, and Head of the Laboratory of Physics of Plant Granular Materials. Present research emphasis is in the areas of the mechanics of plant granular materials and food powders as well as in methods and instrumentation for testing the physical properties of food and agro materials. Past research emphasis has been in the areas of grain storage and handling, and the mechanical properties of plant particulate material (grain friction, stress–strain characteristics of grain and straw).

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