
Proceedings of the 7th International Conference on Discrete Element Methods
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This book presents the latest advances in Discrete Element Methods (DEM) and technology. It is the proceeding of 7th International Conference on DEM which was held at Dalian University of Technology on August 1 - 4, 2016. The subject of this book are the DEM and related computational techniques such as DDA, FEM/DEM, molecular dynamics, SPH, Meshless methods, etc., which are the main computational methods for modeling discontinua. In comparison to continua which have been already studied for a long time, the research of discontinua is relatively new, but increases dramatically in recent years and has already become an important field. This book will benefit researchers and scientists from the academic fields of physics, engineering and applied mathematics, as well as from industry and national laboratories who are interested in the DEM.
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About the leading editor:
Li Xikui obtained his PhD at the University Wales of Swansea in 1989. He became Full Professor at DUT in 1992. He was an ARC (Australia Research Council) Int Fellow at University of Newcastle (2006). His main research interest is Computational Mechanics. He has published over 180 journal papers.
Prof. Li serves as a member on the Editorial Boards of Int. J. Numerical Methods Eng., Int. J. Damage Mechanics, Chinese Journal of Theoretical and Applied Mechanics and Chinese Journal of Computational Mechanics. He also served as vice-Chairman (1999-2003, 2007/11), Chairman (2003/07) of Academic Committee of Solid Mechanics of China. He was Director of Division of "Structures, Architectures and Environments", Expert Panel Committee of the National Science Foundation of China (NSFC) (2000/01).Content
- Intro
- Preface
- Committee and Sponsors
- Co-chairs
- Organization Committee
- Sponsors
- Contents
- Contributors
- Plenary and Keynote Lectures
- 1 DEM Modelling in Geomechanics: Some Recent Breakthroughs
- Abstract
- 1 Introduction
- 2 Comparison Between Numerical DEM and Analytical Stresses in Partially Saturated Granular Media
- 2.1 Numerical DEM Modeling of Partially Saturated Granular Media
- 2.2 Analytical Homogenization of Partially Saturated Granular Media
- 2.3 DEM Stress Description Validity
- 3 Tensorial Nature of Capillary Stresses
- 4 Conclusion
- References
- 2 From Particles in Steady State Shear Bands via Micro-Macro to Macroscopic Rheology Laws
- Abstract
- 1 Introduction
- 2 Phenomenology
- 3 Results
- 4 Conclusions and Outlook
- References
- 3 Discrete Dynamical Model of Multi-stage Twist Superconducting Cable and Prediction of Its Multilayer Stress-Strain Relationship
- Abstract
- 1 Introduction
- 2 Modified DEM Applied to Multi-continuum by Considering Multiple Nonlinear Contact Models
- 3 Modeling of Multi-stage Superconducting Cable
- 4 Prediction of Multilayer Stress-Strain Relationship of Cable
- 5 Conclusions
- References
- 4 A General Contact Theory for Non-spherical Particles
- Abstract
- 1 Introduction
- 2 An Energy-Conserving Based Contact Framework
- 3 A Generic Contact Volume Based Energy-Conserving Model
- 4 A General Contact Theory for Axi-Symmetric Objects
- 5 Concluding Remarks
- References
- 5 DEM Simulations in Mining and Mineral Processing
- Abstract
- 1 Introduction
- 2 Special DEM Technology and Applications
- 2.1 Determination of Cut-off Particle Size
- 2.2 DEM Technology Dealing with Medium and High Solid Fractions
- 3 Conclusions
- References
- 6 Discrete Element Modeling of Ice Loads on Ship and Offshore Structures
- Abstract
- 1 Introduction
- 2 Ice DEM Modelling
- 2.1 Ice DEM Modelling with Spherical Particles
- Bonding-Breaking Spherical Particles
- Particle Size Effect
- 2.2 Ice Model with Dilated Polyhedral Elements
- 3 DEM Simulation of Ice Loads
- 3.1 Ice Load on Conical Offshore and Ship with Spherical Particle
- Ice Load on Conical Offshore
- Ice Load on Ship Hull
- 3.2 Ice Load on Ship with Dilated Polyhedral Elements
- 4 Conclusion
- Acknowledgments
- References
- DEM Theory and Algorithms
- 7 Evaluation of Coarse Graining DEM Using Representative Particle Model
- Abstract
- 1 Introduction
- 2 Mathematical Formulation
- 3 Simulation Details and Results
- 4 Discussion and Conclusions
- References
- 8 On the Apparent Non-coaxiality of the Tangential Interaction
- Abstract
- 1 Introduction
- 2 Moment-Rotation Relationships
- 3 Concluding Remarks
- References
- 9 Sample Size Effect on DEM Simulations of Binary Mixture
- Abstract
- 1 Introduction
- 2 DEM Samples Preparation
- 2.1 Samples Preparation
- 2.2 A-Samples (Rigid Boundaries)
- 2.3 P-Samples (Periodic Boundaries)
- 3 Triaxial Compression Simulations
- 3.1 A-Samples
- 3.2 P-Samples
- 4 Conclusions
- Acknowledgments
- References
- 10 Evolutions of Fabric and Contact Forces of Granular Materials Under Continuously Varying b Value Using DEM
- Abstract
- 1 Introduction
- 2 Theories
- 2.1 Micromechanical Theory
- 2.2 Discrete Element Method
- 3 Simulation Program
- 4 Results
- 4.1 Stress-Strain-Dilation
- 4.2 Evolutions of Fabric and Contact Forces
- References
- 11 Random Packing of Tetrahedral Particles Using the Polyhedral and Multi-sphere Discrete Element Method
- Abstract
- 1 Introduction
- 2 Model Setup
- 2.1 DEM Contact Model
- 2.2 Particle Model
- 3 Simulations
- 3.1 Particle Bouncing on a Frictional Slope
- 3.2 Particle Packing
- 4 Summary
- Acknowledgments
- References
- 12 Energy Dissipation During Impact of an Agglomerate Composed of Autoadhesive Elastic-Plastic Particles
- Abstract
- 1 Introduction
- 2 Preparation of an Agglomerate
- 3 Impact of an Elastic Agglomerate
- 4 Impact of an Elastic-Plastic Agglomerate
- 5 Conclusions
- Acknowledgments
- References
- 13 Effect of Particle Shape on Geogrid-Reinforced Granules
- Abstract
- 1 Introduction
- 2 Laboratory Triaxial Tests of Geogrid Reinforced Glass Beads
- 3 2D DEM Biaxial Tests of Geogrid Reinforced Granules
- 4 Conclusions
- References
- 14 Applicability Evaluation of Similarity Principle in Discrete Element Analysis
- Abstract
- 1 Introduction
- 1.1 Background
- 2 Similarity and Liquid Bridge Model
- 2.1 Similarity Principle
- 2.2 Static Liquid Bridge Model
- 3 Application of Similarity Principe for Liquid Bridge Model
- 3.1 Stress-Based Similarity
- 4 Conclusion
- Acknowledgments
- References
- 15 Studies of the Performance of Particle Dampers in Centrifugal Fields and the Influence of Recovery Coefficient on Vibration Suppression
- Abstract
- 1 Introduction
- 2 DEM Model and Contact Model
- 3 Influence of Recovery Coefficient on Energy Dissipation Characteristics
- 3.1 Parameters of the Centrifugal Field Under Different Rotational Speeds and Loads
- 3.2 Influence of Recovery Coefficient on Energy Dissipation Characteristics Under Different Rotational Speeds
- 3.3 Influence of Recovery Coefficient on Energy Dissipation Characteristics Under Different Loads
- 4 Experiment Verification
- 4.1 Measurement of Recovery Coefficient
- 4.2 Experiment of Dampers' Energy Dissipation Characteristics
- 5 Conclusion
- Acknowledgments
- References
- 16 Algorithms and Capabilities of Solidity to Simulate Interactions and Packing of Complex Shapes
- Abstract
- 1 Introduction
- 2 Mathematical Models
- 2.1 Governing Equations
- 2.2 Contact Force
- 2.3 Code Optimisation and Parallelisation
- 3 Results and Discussions
- 3.1 Simulation Setup
- 3.2 Packing Density
- 3.3 Contact Forces
- 3.4 Coordination Number
- 3.5 Orientation of Unit Axes
- 4 Conclusions
- Acknowledgments
- References
- 17 Particle Shape Consideration in DEM Triaxial Test Simulations
- Abstract
- 1 Introduction
- 2 Modeling of Real Particle Shape
- 3 Test Results
- 4 Conclusion
- References
- 18 Study on the Microscopic Structure and the Bearing Capacity of the Elliptical Granular System in the Random Particle Size
- Abstract
- 1 Introduction
- 2 Numerical Test of Shear Loading
- 3 Cyclic Loading Simulation
- 4 The Relationship Between Maximum Vertical Boundary Constraint Force and Friction Coefficient
- 5 Variation Characteristics of Internal Force Chain Configuration and Shear Band in Granular System
- 6 Conclusion
- References
- 19 Improving Estimates of Critical Time-Steps for Discrete Element Simulations
- Abstract
- 1 Introduction
- 2 Natural System Frequency
- 2.1 Model Example
- 2.2 Comparison with Current Methodology
- 3 Discussion
- Acknowledgments
- References
- 20 Discussion on the Difference of the Grain Particle Parameters in Reality and DEM
- Abstract
- 1 Introduction
- 2 Experimental and Simulation
- 2.1 Experimental
- 2.2 Simulation
- 3 Result and Discussion
- 4 Conclusions
- References
- 21 Stochastic Discrete Element Modelling of Rough Particles
- Abstract
- 1 Introduction
- 2 Contact Laws of Rough Spheres
- 2.1 The GW Model
- 2.2 Numerical Algorithms
- 2.3 Simplified Form When \sigma Is Small
- 3 Results and Discussion
- 3.1 Roughness Parameters
- 3.2 Curve Fitting and Empirical Formula
- 4 Conclusion
- References
- 22 Sphere Packing Based on Geometric Algorithm Generation Method
- Abstract
- 1 Introduction
- 2 Spheres Generation Method
- 2.1 Geometric Procedure
- 2.2 Limited by Periodic Boundary
- 2.3 Sphere Packing Generation Process
- 3 Packing Properties and Examples
- 3.1 Packing Properties
- 3.2 Periodic Boundary for Large Scale Packing
- 4 Conclusions
- References
- 23 Verification of an Automated Work Flow for Discrete Element Material Parameter Calibration
- Abstract
- 1 Introduction
- 2 Materials and Methods
- 2.1 Calibration Method
- 2.2 Numerical Experiments
- Factors and Factor Levels
- Experimental Plan
- 2.3 Reference Results for the Calibration Process
- 3 Results and Discussion
- 3.1 Reference Results
- 3.2 Calibration Process Results
- General Findings
- Remote Solution Sets from the Calibration Process
- 4 Conclusion and Outlook
- Acknowledgments
- References
- 24 The Influence of Rolling Resistance on Granular Responses Under Triaxial Loading Paths
- Abstract
- 1 Introduction
- 2 DEM Simulations
- 2.1 Contact Model
- 2.2 Samples and Parameters
- 3 Results and Discussion
- 3.1 Triaxial Compression Loading Test
- 3.2 Proportional Strain Loading Test
- 4 Conclusion
- References
- 25 An Investigation of Single Particle Crushing Tests on Irregular-Shaped Quartz Sand with DEM
- Abstract
- 1 Introduction
- 2 Research Methodology
- 2.1 Generation of Realistic Particle Shapes
- 2.2 DEM Modelling of Crushing Tests for Single Particle
- 3 Simulation Results
- 3.1 Fracture Patterns
- 3.2 Influence of Particle Morphology on Particle Strength
- 4 Conclusion
- Acknowledgments
- References
- 26 The Influence of Rotational Resistance on Critical State of Granular Materials
- Abstract
- 1 Introduction
- 2 Method
- 2.1 Rotational Resistance
- 2.2 DEM Simulation
- 3 Results and Discussion
- 3.1 Macroscale Response
- 3.2 Particle-Scale Analysis
- 4 Conclusions
- References
- 27 A New Method for the Generation of Polydisperse DEM Specimens
- Abstract
- 1 Introduction
- 2 The Specimen Generation Based on the PDF
- 2.1 The PDF of Particle Size Distribution
- 2.2 Specimen Generation Procedure
- 2.3 Specimen Generation Example
- 3 Results and Discussion
- 4 Conclusion
- References
- 28 Influence of Particle Shape on Mechanical Behavior of Granular Materials
- Abstract
- 1 Introduction
- 2 Modeling Method of Particle Shape
- 3 Biaxial Compression Simulation Tests
- 3.1 Generation of Samples
- 3.2 Results and Discussions
- 4 Conclusions
- Acknowledgments
- References
- 29 The Influence of Particles' Aspect Ratio on the Shear Behaviour of Granular Materials
- Abstract
- 1 Introduction
- 2 DEM Model and Particle Characteristics
- 2.1 DEM Model
- 2.2 Particle Characteristics
- 3 Numerical Samples
- 4 Overall Macroscopic Behaviour
- 5 Microscopic Observations
- 6 Conclusions
- Acknowledgments
- References
- DEM-FEM Modelling of Granular Materials
- 30 Advances in Multiscale FEM-DEM Modeling of Granular Materials
- Abstract
- 1 The Second-Order Computational Homogenization Method and Mixed FEM-Crushable DEM Nested Scheme
- 2 Crushable Discrete Element Model and Crushing Criteria of Individual Particle
- 2.1 Fracture Mode-Arrangements of Post-crushing Fragments
- 3 The Meso-Mechanically Informed Characterization of Macroscopic Damage-Healing and Plasticity
- 4 The Meso-Hydro-Mechanically Informed Effective Stress in Saturated Granular Materials
- 5 The Meso-Hydro-Mechanically Informed Generalized Effective Stress in Saturated Granular Materials
- 6 The Meso-Hydro-Mechanically Informed Effective Stress and Effective Pressure in Unsaturated Granular Materials
- 7 Numerical Examples
- 8 Concluding Remarks
- References
- 31 Modeling the Particle Breakage by Using Combined DEM and SBFEM
- Abstract
- 1 Introduction
- 2 The Combined DEM/SBFEM
- 3 Particle Breakage Criterions
- 4 Validation Benchmark
- 5 Conclusions
- Acknowledgments
- References
- 32 Numerical Simulations of the Interactions Between a Pneumatic Tire and Granular Sand by 3D DEM-FEM
- Abstract
- 1 Introduction
- 2 Basic Formulations
- 2.1 Interactions Between Two Discrete Elements
- 2.2 Interactions Between a Discrete Element and a Finite Element
- 3 Contact Algorithm
- 3.1 Global Search Process
- 3.2 Local Search Process
- 4 Process of Modeling
- 4.1 The Model of the Tire
- 4.2 The Model of the Granular Sand
- 5 Numerical Simulation
- 5.1 DEM-FEM Analysis of Traveling Performance
- 5.2 Simulation Process
- 5.3 Results and Discussion
- 6 Conclusions
- References
- 33 Combined Finite-Discrete Element Method Modeling of Rock Failure Problems
- Abstract
- 1 Introduction
- 2 Combined Finite-Discrete Element Method
- 3 Rockslide Modeling
- 4 Hydraulic Fracturing Modeling
- 5 Conclusions
- References
- 34 A New Finite Discrete Element Approach for Heat Transfer in Complex Shaped Multi Bodied Contact Problems
- Abstract
- 1 Introduction
- 2 FEM Heat Conduction and Contact Transfer Equations
- 2.1 Problem Formulation (This Section Presents Modified Equations from [19])
- 2.2 Finite Element Discretisation
- 2.3 Thermal Contact
- 3 A New Contact Heat Transfer Method
- 3.1 Contact Surface Area
- 3.2 Computation of Heat Fluxes
- 3.3 Algorithm Limitations and Further Developments
- 4 FEM and Contact Conduction Validation
- 4.1 Analytical Solution
- 4.2 Perfect Contact Validation
- 5 Validation Against the Pipe-Network Model
- 5.1 Pipe-Network Model Description
- 5.2 Model Adjustment
- 5.3 Simulation Set-Up
- 6 Conclusions
- References
- 35 Numerical Simulation of In-Plane Loaded Unreinforced Masonry Walls Based on Homogenized Discrete Element Model
- Abstract
- 1 Introduction
- 2 Numerical Model
- 2.1 Discretization
- 2.2 Basic Equations
- 2.3 Solution Procedure
- 2.4 Simulation Parameters
- Specimen Information
- Material Properties
- Mesh of the Walls
- 3 Simulation Results
- 3.1 Simulation of In-Plane Loading Tests
- 3.2 Parameter Study
- Compressive Ratio
- Height-Width Ratio
- 4 Conclusions and Expectation
- Acknowledgments
- References
- 36 Study on Micro-Mechanism of Concrete Hydraulic Fracturing Using DEM
- Abstract
- 1 Introduction
- 2 Modeling of Concrete Based on DEM
- 2.1 Bonded-Particle Model for Concrete
- 2.2 Preparation of Concrete Sample
- 2.3 Calibration Results
- 3 Fluid-Solid Coupling Model
- 3.1 The Fluid-Solid Coupling Theory
- 3.2 Fluid Parameters
- 3.3 Boundary Condition for Fluid Calculation
- 4 Hydraulic Fracturing Test and Results
- 4.1 Hydraulic Fracturing Test
- 4.2 Results and Discussion
- 5 Conclusions
- Acknowledgments
- References
- 37 Finite-Discrete Element Analysis of Interface Shear Damage to HDPE Geomembrane in Contact with Gravel Drainage Layer
- Abstract
- 1 Introduction
- 2 Experimental Study
- 3 Coupled Finite-Discrete Element Framework
- 4 Model Generation
- 5 Result and Discussion
- 5.1 Shear Stress-Displacement Relationship
- 5.2 Response of the Geomembrane
- Acknowledgments
- References
- 38 Simulation of Particle Dampers Using the Combined Finite-Discrete Element Method-A Simple Case
- Abstract
- 1 Introduction
- 2 Particle-Wall Impact
- 3 Particle-Particle Impact
- 4 Numerical Example
- 5 Conclusions
- References
- 39 Investigation on the Integrity of Cement Annulus During Multi-stage Horizontal Fracturing with FEM/DEM
- Abstract
- 1 Introduction
- 2 The Unification of the Micro and Macro Parameters
- 3 Transformation from Finite Element to Discrete Element
- 4 Investigation of Complex Factors on the Integrity of Cement Annulus with FEM/DEM
- 5 Summary and Conclusions
- References
- 40 Evaluation of DEM and FEM/DEM in Modeling the Fracture Process of Glass Under Hard-Body Impact
- Abstract
- 1 Introduction
- 2 Overview of Simulation Conditions
- 2.1 Model Employed for Glass Fracturing Analysis
- DEM
- FEM/DEM
- 2.2 General Conditions and Material Parameters Used in Numerical Models
- 3 Fracture Response with Parametric Study for 2D Problem
- 3.1 Case 1: Projectile Radius
- Case 1 (Crack Pattern)
- 3.2 Case 2: Projectile Velocity
- Case 2 (Crack Pattern and Geometry)
- Case 2 (Impact Fracturing Response)
- 4 Conclusion
- References
- 41 Multiscale Modeling of Granular Assemblies Based on Different Micromechanical Strain
- Abstract
- 1 Introduction
- 2 Multiscale Modeling Framework
- 2.1 Multiscale Solution Procedure
- 2.2 Homogenisation in DEM
- 3 Microstructural Strains in Multiscale Framework
- 3.1 Strain Definitions
- 3.2 Strain Accuracy
- 4 Simulation and Results
- 5 Conclusion
- References
- 42 Simulation and Characterisation of Packed Columns for Cylindrical Catalyst Supports and Other Complex-Shaped Bodies
- Abstract
- 1 Introduction
- 2 Numerical Simulations
- 2.1 Model Definition
- 2.2 Post-processing
- Axial and Radial Packing Density Profile
- Vertical Orientation Distribution and Stereographic Projection
- 3 Results
- 4 Conclusions
- Acknowledgments
- References
- Contact, Bonding and Constitutive Modeling
- 43 A Gradient Model for Granular Materials Based on Thermo-micromechanics
- Abstract
- 1 Introduction
- 2 Definition of Strain
- 3 Constitutive Model
- 4 Numerical Examples
- 4.1 Regular Arrangement
- The High-Order Terms Effect for the Regular Arrangement
- The Particle Rolling Effect for the Regular Arrangement
- 4.2 Quantitative Analysis for the Stress-Strain Relation
- 5 Conclusions
- References
- 44 Role of DEM in Assessment of Continuum Equations for Solid-Solid Drag Force with Various Particle Size Ratios
- Abstract
- 1 Introduction
- 2 Methods and Formulations
- 3 Results and Discussions
- 4 Conclusions
- References
- 45 Elasticity and Mechanical Response of a Composite Particle System Induced by a Vertical Loading
- Abstract
- 1 Introduction
- 2 Simulation Approach
- 3 Results and Discussions
- 4 Conclusions
- Acknowledgments
- References
- 46 Heavy Impact Compaction Modeling and Analysis on Unbound Paving Mixtures
- Abstract
- 1 Introduction
- 2 Discrete Element Modelling for Unbound Paving Mixture
- 2.1 Aggregates Generation with Realistic Shapes
- 2.2 Gravity Accumulation and Impaction
- 3 Aggregates Contacts Analysis
- 4 Aggregates Stress Analysis
- 5 Summary and Conclusions
- Acknowledgements
- References
- 47 A Simple Multiscale Model for Granular Soils with Geosynthetic Inclusion
- Abstract
- 1 Introduction
- 2 Formulation and Coupling Strategies
- 3 Numerical Examples of Soil-Geosynthetic Interaction
- 4 Global Responses
- 5 Local Responses
- 6 Conclusion
- References
- 48 A Novel Rock Contact Model Considering Water-Softening and Chemical Weathering Effects
- Abstract
- 1 Introduction
- 2 DEM Modeling of Composite Bonding
- 3 The Import of the Water Softening and the Chemical Weathering Factor
- 3.1 Water Softening Factor
- 3.2 Chemical Weathering Factor
- 4 The Composite Bond Model
- 4.1 Normal Contact
- Compressive Force
- Tensile Force
- 4.2 Shear Contact
- 4.3 Torsion Contact
- 5 Conclusion
- Acknowledgments
- References
- 49 Investigation of Contact Parameters of DEM Model in Flow Process
- Abstract
- 1 Introduction
- 2 Discrete Element Method
- 3 Measurement of Parameters
- 3.1 Material Property Parameters
- 3.2 Contact Model Parameters
- 4 Validation Test
- 4.1 Rectangular Box Flow Test
- 4.2 Rotating Drum Flow Test
- 5 Conclusions
- References
- 50 On the Stress-Force-Fabric Relationship in Anisotropic Granular Materials
- Abstract
- 1 Introduction
- 2 Brief Review
- 3 Simulations
- 4 Results
- 5 Conclusion
- References
- 51 Influences of Stiffness Ratio, Friction Coefficient and Strength Ratio on the Macro Behavior of Cemented Sand Based on DEM
- Abstract
- 1 Introduction
- 2 Micro Parameters of a Contact Bond Model
- 3 Macro Properties of UCT Specimens and DEM Simulation
- 4 Effects of Contact Stiffness Ratio Ks/Kn
- 5 Effects of Friction Coefficient µ
- 6 Effects of Bond Strength Ratio
- 7 Conclusions
- Acknowledgments
- References
- 52 A 3D Mesoscopic Model for Simulating Failure Process of Concrete Based on Discrete Element Method
- Abstract
- 1 Introduction
- 2 Concrete Model in Meso-Scale
- 2.1 Geometrical Model
- Distribution of Aggregates
- Mesh Generation
- 2.2 Mechanical Model
- Force-Displacement Laws for Springs
- Fracture Criterion of Springs
- Contact Between Elements
- Simulation Algorithm
- 3 Determination of Mechanical Parameters of the Model
- 3.1 Compressive Strength for Mortar Elements
- 3.2 Tensile Strength for Mortar Elements
- 3.3 Elastic Moduli and Poisson's Ratio for Elements
- 4 Validation of the Model and Discussion
- 4.1 Simulation of Mortar Tensile Behavior
- 4.2 Simulation of Concrete Tensile Behavior
- 5 Conclusions
- Acknowledgments
- References
- 53 DEM Simulation of Random Loose Packings of Micron-Sized Particles with Both Adhesion and Friction
- Abstract
- 1 Introduction
- 2 Models and Methods
- 2.1 Computational Method: Adhesive DEM
- 2.2 Simulation Conditions
- 3 Results and Discussions
- 3.1 Packing Density and Coordination Number
- 3.2 Force Distribution
- 4 Conclusions
- References
- 54 Preliminary DEM Analysis on Micro-Mechanical Behavior of the Composite Cemented Granules Under Complex Stress Conditions
- Abstract
- 1 Introduction
- 2 DEM Simulation of Composite-Bond Granules System
- 2.1 Idealization of Composite-Bond Granules System
- 2.2 Microscopic Size of the Composite-Bond Grain System
- 2.3 Sample Preparation
- 2.4 Test Program
- 3 Simulation Results
- 3.1 Compression Test
- 3.2 Tension Test
- 3.3 Combined Compression and Shear Test
- 3.4 Combined Compression and Torsion Test
- 4 Conclusion
- Acknowledgments
- References
- DEM Related Methods
- 55 CFD-DEM Simulation of Flocculation and Sedimentation of Cohesive Fine Particles
- Abstract
- 1 Introduction
- 2 Mathematical Formulation
- 3 Results and Discussion
- 4 Conclusion
- Acknowledgments
- References
- 56 Elasticity Constants of Clay Minerals Using Molecular Mechanics Simulations
- Abstract
- 1 Introduction
- 2 Foundation of Molecular Mechanics Simulation
- 2.1 Foundation of Molecular Mechanics
- 2.2 Selection of Force Fields
- 3 Computations of Elasticity Parameters of Clay Minerals
- 3.1 Establishment of Unit Cell
- 3.2 Establishment of Super Cell
- 3.3 Computations of Elasticity Constants
- 4 Main Factors Influencing Elasticity of Clay Minerals
- 4.1 Substitution
- 4.2 Structural Water
- 4.3 Anisotropy
- 5 Conclusions
- Acknowledgments
- References
- 57 A Comparative Study of Three Classes of Boundary Treatment Schemes for Coupled LBM/DEM Simulations
- Abstract
- 1 Introduction
- 2 The Lattice Boltzmann Method for Fluid Flow
- 3 Schemes for the Treatment of Complex Boundaries
- 3.1 Bounce-Back and Interpolated Bounce-Back Schemes
- 3.2 Partially Saturated Computational-Lattice Boltzmann Method
- 3.3 Immersed Boundary Method-Lattice Boltzmann Method
- 4 Numerical Results and Discussions
- 4.1 Flow Past a Stationary Circular Cylinder
- 4.2 Sedimentation of Single Circular Particle
- 5 Conclusions
- References
- 58 Application of the Method of Peridynamics to the Simulation of Hydraulic Fracturing Process
- Abstract
- 1 Introduction
- 2 Basic of Peridynamics
- 2.1 Continuous Model
- 2.2 Fracture Model
- 3 Peridynamics for Hydraulic Fracturing and Its Implementation
- 4 Numerical Examples
- 4.1 Effect of Initial Cracks
- 4.2 Effect of the Distance Between Initial Cracks
- 5 Conclusion
- References
- 59 Application of the Coupled Discrete Element Modelling and Modelica Based Multi-body Dynamics in System-Level Modelling
- Abstract
- 1 Introduction
- 2 Multi-body Dynamics
- 2.1 Multi-body Dynamics in OpenModelica
- 3 Coupling Methodology
- 4 Case Study-Sand Agitation with a Pneumatic Motor
- 4.1 Experimental Results
- 4.2 DEM-MBD Modelling
- 5 Conclusion
- References
- 60 Equilibrium Distribution Functions in Entropic Lattice Boltzmann Method
- Abstract
- 1 Introduction
- 2 Equilibrium Distribution Functions in ELBM
- 3 Simulation Results
- 4 Discussion and Conclusion
- References
- 61 Parametric Sensitivity Study of Particle Shape Effect Through 3D Printing
- Abstract
- 1 Introduction
- 2 Particle Specimen Development
- 3 Triaxial Compression Test
- 4 Concluding Remarks
- Acknowledgments
- References
- 62 Study on the Multi-sphere Method Modeling the 3D Particle Morphology in DEM
- Abstract
- 1 Introduction
- 2 Methodology
- 2.1 \mu CT Data and Multi-sphere Clump Generation
- 2.2 Monte Carlo Based Clump Processing Method
- 2.3 Deviation Analysis
- 3 Conclusion
- References
- 63 An Upgraded CFD-DEM Investigation on the Liquefaction Mechanism of Sand Under Cyclic Loads
- Abstract
- 1 Introduction
- 2 The Magnus Force
- 3 The CFD-DEM Scheme
- 3.1 Governing Equations for Fluid
- 3.2 The Contact Model
- 4 Simulation Procedure and Test Results
- 4.1 Simulation Procedure
- 4.2 Test Results
- Velocity Field
- Force Chains
- 5 Conclusions
- Acknowledgments
- References
- 64 Controlling the Flow Structure in Fluidized Bed: A CFD-DEM Approach
- Abstract
- 1 Introduction
- 2 Computational Methods
- 3 Results and Discussion
- 4 Conclusion
- Acknowledgments
- References
- Granular Flow
- 65 The Effect of Powder Flowability in the Selective Laser Sintering Process
- Abstract
- 1 Introduction
- 2 DEM Model
- 3 Result and Discussion
- 4 Conclusion
- References
- 66 A DEM Analysis of Particle Climbing in a Vibrating Pipe
- Abstract
- 1 Introduction
- 2 Computational Model
- 3 Results and Discussion
- 3.1 Evolution of Particle Climbing Height
- 3.2 Motion of Tracers During Steady Climbing
- 3.3 Effect of Void Filling
- 4 Conclusion
- Acknowledgments
- References
- 67 Influence of Inclined Angles on the Stability of Inclined Granular Flows Down Rough Bottoms
- Abstract
- 1 Introduction
- 2 Methods
- 3 Results and Discussions
- 3.1 No Flows and Gas Flows
- 3.2 Steady Ordered Flows
- 3.3 Steady Disordered Flows
- 3.4 Oscillation Flows
- 4 Conclusion
- Acknowledgments
- References
- 68 DEM Simulation of Particle Flow in a Parallel-Hopper Bell-Less Blast Furnace Charging Model
- Abstract
- 1 Introduction
- 2 Methodology
- 2.1 Physical Model
- 2.2 DEM Model
- 2.3 Simulation Conditions
- 3 Results and Discussion
- 3.1 Model Validity
- 3.2 Discharging Flow Pattern in the Parallel Hopper
- 4 Conclusions
- Acknowledgement
- References
- 69 Basal Effect in Mono- and Bi-disperse Chute Flows
- Abstract
- 1 Background
- 2 Discrete Element Modelling
- 3 Results
- 3.1 Evolution of Kinematic Properties
- 3.2 Velocity Profile in Steady State
- 4 Other Parameters
- 4.1 Sample Size
- 4.2 Contact Properties
- 5 Conclusion
- Acknowlegments
- References
- 70 LBDEMcoupling: Open-Source Power for Fluid-Particle Systems
- Abstract
- 1 Introduction
- 2 Computational Methods
- 3 Validation and Performance
- 3.1 Validation
- 3.2 Performance
- 4 Application: Onset of Sediment Transport in Open Channel Flow
- 4.1 Setup
- 5 Results and Discussion
- 6 Conclusions and Outlook
- References
- 71 Numerical Simulation of the Particular Flow on an Agricultural Screen with a Complex Motion Based on the Coupling Model of PMBK with DEM
- Abstract
- 1 Introduction
- 2 Model and Method
- 2.1 Discrete Element Method
- 2.2 Planar Multi-Body Kinematics
- 3 Simulation Conditions
- 4 Results and Discussion
- 4.1 Comparison of Experimental Results and the Simulated Ones
- 4.2 Particle Flow on the Screen
- 5 Conclusions
- References
- 72 Study on Drag Force Coefficients in Modeling Granular Flows in a Slot-Rectangular Spouted Bed
- Abstract
- 1 Introduction
- 2 Numerical Models
- 2.1 Geometry of Spouted Bed
- 2.2 Governing Equations of Gas
- 2.3 DEM Models of Particle Motions
- 3 Drag Force Coefficient
- 3.1 Tensor Property of ß
- 3.2 Some Kinds of ß
- 3.3 Comparing Different ß
- 4 Conclusions
- References
- 73 The Development of a Simplified System for Measuring the Passage of Particles on and Through Moving Screen Surfaces Using DEM
- Abstract
- 1 Introduction
- 2 Rheology of Binary Mixtures
- 2.1 Governing Equations
- 2.2 Screening Modelling
- 3 Discrete Element Modelling (DEM)
- 3.1 Computer Simulations and Analysis
- 3.2 Conditions of the Simulation
- 4 Constitutive Models and Solution
- 5 Conclusion
- Acknowledgments
- References
- DEM in Soil Mechanics
- 74 Analysis of Strength Characteristics for Granular Materials Based on Discrete Element Simulation
- Abstract
- 1 Introduction
- 2 DEM Model of True Triaxial Test
- 3 Analysis of Friction Angle and Peak Stress Ratio
- 3.1 Peak Friction Angle
- 3.2 Peak Stress Ratio
- 4 Analysis of Relationship Among Fabric-Stress-Strength
- 4.1 Mathematical Description of Fabric in Granular Materials
- 4.2 Analysis of Fabric Ratio and "True Stress"
- 5 Conclusions
- References
- 75 On the Use of the Uniaxial Shear Test for DEM Calibration
- Abstract
- 1 Introduction
- 2 Linear Cohesion Contact Model
- 3 Uniaxial Shear Test
- 4 Simulation Results
- 5 Concluding Remarks
- References
- 76 Investigation on the Rate-Dependent Behavior of Sands via DEM
- Abstract
- 1 Introduction
- 2 Validation of the DEM Model
- 3 Numerical Configurations
- 4 Results and Discussions
- 4.1 Loose Sample
- 4.2 Dense Sample
- 4.3 Rate-Dependent Behaviour
- 5 Conclusions
- Acknowledgments
- References
- 77 DEM Analysis of Inclined Cone Penetration Test in Structured Sand Ground
- Abstract
- 1 Introduction
- 2 Bond Contact Model and Structured Sand Ground Preparation
- 2.1 Bond Contact Model
- 2.2 Preparation of Structured Sand Ground
- 3 Results of Inclined CPT in Structured Soil Ground
- 3.1 The Evolution of Tip Resistance During Penetration Process
- 3.2 The Evolution of Bond Breakage During Penetration Process
- 4 Conclusion
- Acknowledgments
- References
- 78 Exploring the Undrained Cyclic Behaviour of Sand Using DEM
- Abstract
- 1 Introduction
- 2 DEM Simulations
- 3 Simulation Results and Discussion
- 3.1 Effects of Confining Pressure
- Stress-Strain Responses
- Coordination Number and Fabric Anisotropy
- 3.2 Effects of Cyclic Deviatoric Stress
- Stress-Strain Responses
- Coordination Number and Fabric Anisotropy
- 4 Conclusion
- Acknowledgments
- References
- 79 Effect of Particle Shape on the Formation of Sandpile
- Abstract
- 1 Introduction
- 2 Numerical Implementation
- 3 Results and Discussions
- 3.1 Effect of Particle Shape on the Angle of Repose
- 3.2 Micromechanical Analysis
- 4 Conclusions
- Acknowledgments
- References
- 80 Influence of Inherent Anisotropy on the Soil Behavior in Simple Shear Tests Using DEM
- Abstract
- 1 Introduction
- 2 DEM Simulation
- 2.1 Sample Preparation
- 2.2 Consolidation and Shearing
- 2.3 Measurement
- 3 Simulation Results
- 3.1 Macro Results
- 3.2 Micro Results
- 4 Conclusions
- Acknowledgments
- References
- 81 Influence of Rigid and Flexible Top Boundaries on Geogrid Pullout Behavior Using DEM
- Abstract
- 1 Introduction
- 2 Experimental Background
- 3 Numerical Modeling
- 4 DEM Simulation Results and Analyses
- 4.1 Pullout Force-Clamp Displacement Relations
- 4.2 Force Distributions Along the Geogrid and in the Specimen
- 5 Conclusions and Discussion
- Acknowledgments
- References
- 82 DEM Analysis of Cone Penetration Tests in Pure and Structured Sand Grounds
- Abstract
- 1 Introduction
- 2 DEM Modelling of CPTs
- 2.1 Bond Contact Model
- 2.2 Preparation of Pure and Structured Sand Grounds
- 3 Results of CPTs in Pure and Structured Sand Grounds
- 3.1 The Evolution of Tip Resistances
- 3.2 Velocity Fields
- 3.3 Bond Breakage in Structured Sand Ground
- 4 Concluding Remarks
- Acknowledgments
- References
- 83 Discrete Element Simulation of the Direct Shear Test of Sandy Soil
- Abstract
- 1 Introduction
- 2 Experimental Procedure of Direct Shear Test
- 3 Numerical Model and Methodology
- 4 Result and Discussion
- 4.1 Particle Motion and Formation of Shear Plane
- 4.2 The Influence of Shear Box Shape
- 4.3 Volumetric Strain and Porosity Change
- 4.4 The Influence of Some Parameters on Shear Behavior
- 5 Conclusions
- Acknowledgments
- References
- 84 Micromechanical Simulation of Fines Content Effect of Soils Using the Discrete Element Method
- Abstract
- 1 Introduction
- 2 Model Setup and Simulation Control
- 3 Simulations and Discussion
- 4 Conclusion
- References
- 85 Simulation of Sand-Tire Mixture by Discrete Element Method
- Abstract
- 1 Introduction
- 2 Discrete Element Simulation
- 2.1 Particle Generation
- Tire Particle
- Sand Particle
- 2.2 Triaxial Test Simulation
- 3 Results
- 4 Conclusion
- References
- 86 Effect of Different Temperatures and Pore Pressures on Geomechanical Properties of Pore-Filling Type of Methane Hydrate Soils Based on the DEM Simulations
- Abstract
- 1 Introduction
- 2 Numerical Simulation
- 3 Numerical Results
- 3.1 Effect of Pore Pressure
- 3.2 Effect of Temperatures
- 3.3 Macro-Micro Relationship
- 4 Conclusions
- Acknowledgments
- References
- 87 Discrete Element Analysis of the Fabric Evolution of Granular Soils During Cyclic Loading
- Abstract
- 1 Introduction
- 2 DEM Modeling
- 2.1 Contact Model
- 2.2 Specimen Generation
- 2.3 Cyclic Triaxial Test Simulation
- 3 Simulation Results and Analysis
- 4 Conclusions
- Acknowledgments
- References
- 88 DEM Simulation of Dynamic Compaction with Different Tamping Energy and Calibrated Damping Parameters
- Abstract
- 1 Introduction
- 2 DEM Simulations
- 2.1 Contact Model
- 2.2 Granular Ground
- 3 Simulation Results
- 3.1 Viscous Damping Calibration
- 3.2 Different Tamping Energy
- 4 Conclusions
- Acknowledgments
- References
- DEM in Rock Mechanics
- 89 Discrete Simulation of Fracturing and Failure of Rock Samples
- Abstract
- 1 Introduction
- 2 Applied Methodology for Discrete Element Simulations of Fractures
- 3 Discussion of Examples
- 3.1 Fracturing Around a Single Natural Fracture Under Brazilian Test Conditions
- 3.2 Fracturing of Layered Rock Under Brazilian Test Conditions
- 3.3 Fracturing Around Soft Inclusions Under Uniaxial Loading Conditions
- 4 Conclusions
- References
- 90 A New Rock Slicing Algorithm with Reduced Data Structure for Discrete Element Method Analyses for Rock Mechanics
- Abstract
- 1 Introduction
- 2 The New Rock Slicing Method
- 3 Applications to Rock Mechanics
- 3.1 Tunnelling in Jointed Rock Masses
- 3.2 2D and 3D Slope Stability Analyses of Jointed Rock Masses
- 4 Conclusions
- References
- 91 Meso-Structure Parameters of Discrete Element Method of Sand Pebble Surrounding Rock Particles in Different Dense Degrees
- Abstract
- 1 Introduction
- 2 Research Method
- 2.1 Large Triaxial Test
- 2.2 Digital Triaxial Test
- 3 Result Analysis
- 3.1 Analysis of Large-Scale Triaxial Test Results
- 3.2 Determination of Meso-Structure Parameter Value of Particle
- 4 Conclusions
- Acknowledgments
- References
- 92 Dimensions and Brittleness Effect on the Size of Process Zone in Rock-like Material Characterized by Bonded Particle Model
- Abstract
- 1 Instruction
- 2 Numerical Model
- 3 Calibration
- 4 Numerical Results and Size Effect of Process Zone
- 5 Conclusions
- References
- 93 Numerical Simulation of Resonant Column Tests on Jointed Rocks Using DEM
- Abstract
- 1 Introduction
- 2 Resonant Column Tests
- 3 Numerical Simulation of Resonant Column Tests
- 3.1 Resonant Column Tests on Sample with Two Horizontal Joints
- 3.2 Resonant Frequency Curves Under Torsional and Flexural Vibrations
- 3.3 Transfer of Vibrations Across Joints
- 4 Conclusions
- References
- 94 3D Numerical Modeling of Strength in Fractured Rock Mass
- Abstract
- 1 Introduction and Background
- 2 Geometric Characteristics and Mechanical Properties of Intact Rock and Fracture Network
- 2.1 Discrete Fracture Network
- 2.2 Model Set up Based on Fracture Network
- 3 Numerical Methodology for Calculation of REV, Strength Parameters and Stress Dependency of Strength
- 3.1 Boundary Conditions for Estimating the Strength of Jointed Rock Mass
- 4 Calculation UCS of Rock Mass and Determination of REV
- 4.1 Determination of UCS of Rock Mass with Various (JKn/JKs)
- 5 Stress Dependence Rock Mass Strength to Confined Stresses Strength in Different Ratio of (JKn/JKs)
- 5.1 Evaluating Strength Parameters of Rock Mass Under Conventional Triaxial Loading Condition
- 5.2 Evaluating Strength Parameters of Rock Mass Under Extensional and True-Triaxial Loading Condition
- 6 Conclusion
- References
- 95 DEM Modeling of Brittle Behavior of Rock Specimens with Two Infilled Flaws
- Abstract
- 1 Introduction
- 2 Methodology
- 3 Results
- 3.1 Comparison of Mechanical Properties of Numerical Samples with Open and Infilled Flaws
- 3.2 Cracking Progress
- 3.3 Crack Coalescence
- 4 Conclusions
- Acknowledgments
- References
- 96 Three-Dimensional Discrete Element Model for Tri-axial Tests of Graded Stones Under Different Gradations
- Abstract
- 1 Introduction
- 2 Discrete Element Modelling for Tri-axial Tests
- 3 Simulation of Virtual Tri-axial Tests
- 3.1 Stress Analysis
- 3.2 Strain Analysis
- 4 Summary and Conclusions
- Acknowledgments
- References
- 97 3D Discrete Element Model for TBM Cutter Breaking Rock and Dynamic Loads Analysis
- Abstract
- 1 Introduction
- 2 3D DEM Model of TBM Cutter Breaking Rock
- 2.1 Rock Model Generation
- 2.2 Disc Cutter Modeling and Cutting Process Simulation
- 2.3 DEM Model Verification
- 3 Simulated Results Analysis
- 4 Conclusions
- Acknowledgement
- References
- 98 Calibration of Microscopic Mechanical Parameters of Granite Using Actual Distributions and Orthogonal Simulations
- Abstract
- 1 Introduction
- 2 Determination of Actual Types and Positions
- 3 Orthogonal Simulations
- 3.1 Geometry of Particle Flow Simulation
- 3.2 Initial Micro Mechanical Parameters
- 3.3 Orthogonal Simulations
- 4 A Proposed Method to Determine Micro Parameters
- 4.1 Sensitivity Analysis of Macro-Micro Parameters
- 4.2 A Proposed Method
- 4.3 Examples
- 5 Summary
- Acknowledgments
- References
- DEM in Chemical Engineering
- 99 CFD-DEM Simulation of a Conical Spouted Bed Operating with High Density Particles
- Abstract
- 1 Introduction
- 2 CFD-DEM Model
- 3 Experimental
- 4 Result and Discussion
- 4.1 Model Validation
- 4.2 Solid Circulation in Spouted Bed
- 5 Conclusions
- References
- 100 CFD-DEM Study the Effect of Carrier-Drug Mass Ratio on the Aerosolisation Process in Original and Modified Dry Powder Inhalers
- Abstract
- 1 Introduction
- 2 Experimental and Numerical Model
- 2.1 Experimental Methods
- 2.2 Numerical Model
- 3 Result and Discussion
- 3.1 Experimental Results
- 3.2 Numerical Results
- 4 Conclusion
- References
- 101 A Numerical Study of the Effect of Loading Profiles on Mixing/Segregation of Particles in the Truck Mixer via DEM
- Abstract
- 1 Introduction
- 2 The Discrete Element Method
- 3 Results and Discussion
- 3.1 Model Set up
- 3.2 The Segregation/Mixing Morphology of Particles Under Different Loading Profiles During Mixing Process
- 3.3 The Quantization of Mixing/Segregation Degree During Mixing Process
- 4 Conclusions
- References
- 102 From Micro to Macro: A Comparative Study of DEM and FEM in Modelling Hopper Flow
- Abstract
- 1 Introduction
- 2 Numerical Methods
- 2.1 Direct Shear Test
- 2.2 DEM and FEM Model of Hopper
- 3 Results and Discussion
- 3.1 Model Validation
- 3.2 Effect of Particle Friction
- 4 Conclusions
- Acknowledgments
- References
- 103 Simulation of Multiphase Reactive Gas Transport Using Smoothed Particle Hydrodynamics
- Abstract
- 1 Introduction
- 2 Model Description
- 3 Tests and Results
- 3.1 Homogenization Under Turbulent Mixing
- 3.2 Flow Analysis of SF6-H2-HF in a Heavy Electronic Machinery
- 4 Conclusion
- Acknowledgments
- References
- 104 DEM-CFD Modelling of Electrostatic Phenomena in Fluidization
- Abstract
- 1 Introduction
- 2 Methodology
- 2.1 Contact Electrification Model
- 2.2 Electrostatic Interactions
- 2.3 DEM-CFD Model
- 3 Results and Discussion
- 4 Conclusions
- References
- 105 Numerical Simulation of Gas-Solid Flow in a Wurster Fluidized Bed
- Abstract
- 1 Introduction
- 2 CFD Models
- 3 Simulation Model
- 4 Results and Discussion
- 4.1 Influence of the Gas Velocity
- 4.2 Solid Volume Fraction Analysis
- 4.3 Velocity Analysis of Solid Phase
- 5 Conclusions
- Acknowledgments
- References
- 106 CFD Simulation of Hydrodynamics of Three-Dimensional Circulating Fluidized Beds with EMMS Model
- Abstract
- 1 Introduction
- 2 Model
- 2.1 Governing Equations
- 2.2 Drag Model
- 2.3 Geometry
- 2.4 Simulation Settings
- 3 Results and Discussion
- 3.1 Distribution of Solids Volume Fraction
- 3.2 Pressure Distribution
- 3.3 Distribution of Solids Vertical Velocity
- 4 Conclusions
- Acknowledgments
- 107 Investigation of Gas-Solid Flow Dynamics and Heat Transfer in Fluidized Beds by Using DEM-LES Coupling Approach
- Abstract
- 1 Background
- 2 Mathematical Model
- 2.1 Gas Phase Motion
- 2.2 Solid Motion
- 3 Model Validation
- 4 Results and Discussion
- 4.1 Heat Transfer of the BFB with Various Tube Bundles
- Simulation Setup
- Gas-Solid Flow Patterns and Heat Transfer Properties
- 4.2 Hydrodynamics of the CFB with Six Cyclones
- Simulation Setup
- Gas-Solid Hydrodynamics
- 5 Conclusion
- References
- DEM in Geotechnical and Ocean Engineering
- 108 Investigating the Origin of the Soil Arch in the Trapdoor Problem: Photoelastic Measurement and Discrete Element Simulation
- Abstract
- 1 Introduction
- 2 Photoelastic Physical Model Test
- 3 Discrete Element Analysis
- 4 Conclusions
- References
- 109 Influence of Base Roughness on Kinematic and Mechanical Characteristics of Debris Flows
- Abstract
- 1 Introduction
- 2 Numerical Simulation of Dry Granular Flows
- 3 Simulation Results and Discussion
- 3.1 Coordination Number and Flowing Body Length
- 3.2 Mechanical Effects of Particle Contacts
- 3.3 The Fabric Structure of Debris-Flow Deposits
- 4 Conclusions
- References
- 110 Numerical Study on Seismic Isolation Effect of Gravel Cushion
- Abstract
- 1 Background
- 2 Modelling Method
- 3 Macroscale Behaviors
- 4 Parametric and Mesoscale Analyses
- 4.1 Effect of Base Pressure
- 4.2 Effect of Cushion Thickness
- 4.3 Average Coordination Number of Particles
- 5 Conclusion
- References
- 111 Interaction Between Floater and Sea Ice Simulated with Dilated Polyhedral DEM
- Abstract
- 1 Introduction
- 2 Dilated Polyhedral Element
- 2.1 Minkowski Sum Theory
- 2.2 Voronoi Cell
- 3 Contact Model
- 3.1 Sphere to Sphere, Face and Cylinder Contacts
- 3.2 Cylinder to Cylinder and Face Contacts
- 3.3 Face to Face Contact
- 4 Simulation of Ice Load on Floater
- 5 Conclusions
- References
- 112 Investigation into the Soil-Root Composites Using Distinct Element Method
- Abstract
- 1 Introduction
- 2 Modelling of Direct Shear Tests on Rooted Soils
- 2.1 Model of Root
- 2.2 Simulation of Direct Shear Test
- 2.3 DEM Simulations of Rooted Soil
- 3 Conclusions
- Acknowledgments
- References
- 113 Macro and Micro Structural Characteristics of Force Chains in Overlaying Strata Above Top Caving Mining Face
- Abstract
- 1 Introduction
- 2 Method of Photoelastic Experiment
- 3 Design of Experiment
- 4 Structural Characteristics of Force Chains in Strata Get by Photoelastic Experiment
- 5 Conclusion
- References
- 114 DEM Analysis of Small-Displacement Earth Pressure Against a Rigid Retaining Wall with the Wall Moving Towards Structured Sand
- Abstract
- 1 Introduction
- 2 DEM Modeling of Retaining Wall
- 2.1 Bond Contact Model
- 2.2 Ground Generation with Retaining Wall
- 3 Analysis of Simulation Results
- 3.1 Horizontal Earth Pressure Distribution
- 3.2 Distribution of Shear Strain
- 3.3 The Evolution of Bond Breakage
- 4 Conclusions
- Acknowledgments
- References
- Powder Technology
- 115 Numerical Investigation of Optical Sorting Using the Discrete Element Method
- Abstract
- 1 Introduction
- 2 Methodology
- 3 Numerical Setup and Simulation Parameters
- 4 Results and Discussion
- 4.1 Influence of Valve Parameters
- 4.2 Influence of Simulation Parameters
- 5 Conclusions
- References
- 116 Dependence of Granular Materials Homogenization on Geometrical Aspects in Commonly Used Mixers via DEM
- Abstract
- 1 Introduction
- 2 Mathematical Model and Mixer Descriptions
- 3 Results and Discussion
- 3.1 Horizontal Rotating Drum Mixer
- 3.2 Industrial Paddle Mixer
- Acknowledgments
- References
- 117 The Effect of Rotational Speed on Granular Dynamics and Homogenization in a Vertical Bladed Mixer
- Abstract
- 1 Introduction
- 2 Parameters of Geometry, Material and Mathematical Model
- 3 Results and Discussion
- 3.1 Velocity Profiles
- 3.2 Homogenization and Concentration Patterns
- 4 Conclusions
- Acknowledgments
- References
- 118 DEM Modelling of Silo Loads Asymmetry Induced by Eccentric Discharge
- Abstract
- 1 Introduction
- 2 DEM Simulation Setup
- 3 Results and Discussion
- 3.1 Symmetrical Filling and Discharge
- 3.2 Eccentric Discharge
- Influence of Particle-Particle Friction Coefficient and Rolling Friction Coefficient
- 3.3 Influence of Outlet Eccentricity
- 4 Conclusions
- References
- 119 Concurrent Adaptive Mass-Conserving Comminution of Granular Materials Using Rigid Elements
- Abstract
- 1 Introduction
- 2 Spawning Method
- 2.1 Failure Criterion
- 2.2 Laguerre Voronoi Tessellation of the Domain
- 2.3 Generation and Arrangement of New Fragments
- 3 Examples and Results
- 3.1 Mass Loss and Number of Daughter Particles: Comparison with Other Existing Methods
- 3.2 Effect of the Size of the Daughter Particles
- 4 Conclusions
- References
- 120 Understanding Size Segregation in Tumbling Mills
- Abstract
- 1 Introduction
- 2 Materials and Methods
- 3 Results and Discussion
- 3.1 Segregation at Lower Milling Speeds
- 3.2 Segregation at Higher Milling Speeds
- Initial Segregation
- Differential Fall Positions
- Physics and Governing Parameters
- 4 Conclusions
- References
- DEM in Mechanical Engineering
- 121 Modeling Roughness Effect of Joint Using Rough-Joint Model
- Abstract
- 1 Introduction
- 2 Rough-Joint Model
- 3 Modified Calculation for DEM
- 4 Validation
- 4.1 Simulation of Direct Shear Test
- 4.2 Performances of Rough-Joint Model
- 4.3 Influence of Particle Size on Rough-Joint Model
- 5 Conclusions
- References
- 122 DEM in Analyses of Nuclear Pebble Bed Reactors
- Abstract
- 1 Introduction
- 2 Utilizing DEM in Reactor Core Calculations
- 2.1 Reactor Physics
- 2.2 Thermal Hydraulics
- 3 Pebble Flow Simulations
- 4 Insertion of a Control Blade into the Pebble Bed
- 5 Conclusions
- Acknowledgments
- References
- 123 Modified Modeling of Self-twist Process of Multistage Cable Based on Discrete Element Method
- Abstract
- 1 Introduction
- 2 Modeling Process of Multi-stage Twisting Cable
- 3 Comparison of the Mechanical Properties Predicted by Self-twist Model and Space Theory
- 4 Conclusions
- References
- 124 DEM Analysis of Interaction Between Granular Materials and a Cutting Blade
- Abstract
- 1 Introduction
- 2 Calculation Method
- 2.1 Discrete Element Method
- 2.2 Rolling Resistance Model
- 2.3 Calculation Condition
- 3 Results and Discussion
- 3.1 Particle Behavior
- 3.2 Force Acting on Blade
- 3.3 Relationship Between Fluctuation of Force and Development of Shear Band
- 4 Conclusions
- References
- 125 DEM Simulation of Rubble Ice Accumulation in Front of Water Intake Area of Nuclear Power Plant
- Abstract
- 1 Introduction
- 2 Discrete Element Method for Ice Accumulation Simulation
- 3 Simulation Calculation Parameters of Ice Accumulation in Water Intake Area of Power Plant
- 3.1 DEM Simulation of Ice Accumulation in Front of Water Intake
- 4 Results and Discussion
- 4.1 Influences of Sea Ice Concentration
- 4.2 Influences of Ice Velocity
- 4.3 Influence of the Average Size of Rubble Ice
- 5 Conclusions
- Acknowledgments
- References
- 126 Optimizing Heavy Equipment for Handling Bulk Materials with Adams-EDEM Co-simulation
- Abstract
- 1 Introduction
- 2 Simulation-Based Design of Heavy Equipment
- 2.1 Traditional Approaches
- 2.2 Introducing EDEM
- 3 EDEM-Adams Co-simulation
- 4 Industrial Applications
- 4.1 Mining: VR Steel Dragline Bucket Design
- 5 Conclusion
- DEM in Agricultural Engineering
- 127 Nonlinear Dynamic Process of Soil Tillage Under Straw Mulching Model
- Abstract
- 1 Introduction
- 2 Soil-Failure Transforming Constitutive Equation in Tillage
- 3 Simulation Test of Soil Tillage
- 3.1 Simulation Test of Cohesive Soil Tillage with Weeds
- 3.2 Nonlinear Dynamic Test of Soil Tillage with Straws
- 4 Conclusion
- Acknowledgments
- References
- 128 Study of Connection Mechanics Model and Mechanical Properties of Corn Kernel Carpopodium Based on DEM
- Abstract
- 1 Introduction
- 2 Materials and Methods
- 2.1 Test Samples and Equipment
- 2.2 Test Principle and Method
- Transverse Compressive Force Test
- Transverse Tensile, Longitudinal and Tangential Shear Force Test
- 2.3 Connection Mechanics Model and Failure Criterion
- Connection Mechanics Model
- Threshing Failure Criterion
- 3 Test Result and Analysis
- 4 Conclusion
- References
- 129 The DEM-Based Digital Design Platform for Agricultural Machinery-AgriDEM
- Abstract
- 1 Introduction
- 2 The Design Architecture of AgriDEM
- 3 Implementation Methods of the Key Technologies
- 3.1 Boundary Modeling
- 3.2 Particle Modeling
- 3.3 Model of Calculation
- 4 Development of Prototype System
- 5 Test and Simulation Analysis
- 6 Conclusion
- References
- 130 Study on Screening Efficiency of Banana Vibrating Screen Based on 3D DEM Simulation
- Abstract
- 1 Introduction
- 2 The Analysis of Screening and Model of Particulate Contacts
- 2.1 The Analysis of Screening
- 2.2 Model of Particulate Contacts
- 3 Numerical Simulation and Analysis
- 3.1 Set the Simulation Parameters
- 3.2 The Experimental Design and Results
- 3.3 Analysis of Test Results
- 4 Conclusion
- References
- 131 Determination and Analysis for Parameters of Shape, Size, Physical and Mechanical Properties of Soybean Grains
- Abstract
- 1 Introduction
- 2 Materials and Methods
- 3 Results and Discussion
- 4 Conclusions
- References
- 132 Investigation of the Shape, Dimensions and DEM Modeling Method of Maize Grains
- Abstract
- 1 Introduction
- 2 Analysis of the Geometric Shape and Dimensions of Maize Grain and Modeling Method of Grain Group
- 3 Modeling Method of Single Maize Grain
- 4 Analysis and Validation of Modeling Method
- 4.1 Experimental Investigation
- 4.2 Simulation Analysis
- 4.3 Comparison of Simulation and Experimental Results
- 5 Conclusions
- References
- DEM in Transport Engineering
- 133 Material Transport Study into a SAG Mill by DEM Impact on the Inclination of Lifter
- Abstract
- 1 The Problem
- 2 Modeling the Problem
- 2.1 Geometrical Model
- 2.2 DEM Model
- 3 Presentation and Analysis of the Results
- 4 Conclusions
- Acknowledgments
- References
- 134 Numerical Simulation of the Interaction between the Grousers of Tracked Vehicle and the Soil Using Discrete Element Method
- Abstract
- 1 Introduction
- 2 Material and Methods
- 2.1 Basic Parameters of the Particles and the Geometry
- 2.2 Mechanical Model of the Interaction between the Track Shoe and the Soil Particles
- 3 Results and Discussion
- 3.1 Comparison of the Traction Force
- 3.2 Effects of the Grouser Height and Spacing
- 3.3 Cutting Processes of the Soil Particles
- 3.4 Stress Analysis of the Track Shoe
- 4 Conclusion
- References
- 135 Discharging Trajectory of the Bucket Wheel Stacker-Reclaimer Based on DEM
- Abstract
- 1 Gravitational, Centrifugal, and Hybrid Discharging
- 1.1 Polar Distance and Rotation Speed
- 1.2 Calculation of the Discharging Trajectory
- 2 Gravitational Side Discharging
- 3 Trajectory of Gravitational Side Discharging
- 4 EDEM Simulations
- 5 Conclusions
- References
- 136 DEM Analysis of Ballast Breakage Under Train Loads and Its Effect on Mechanical Behaviour of Railway Track
- Abstract
- 1 Introduction
- 2 DEM Model of Railway Ballast
- 2.1 Bonded Particle Model Generation
- 2.2 Constitutive Laws
- 2.3 The DEM Model
- 3 Dynamic Train Loads
- 4 Dynamic Behaviour of Ballast Under Train Loads
- 4.1 Permanent Deformation
- 4.2 Broken Bonds and Particle Breakage
- 5 Conclusion
- References
- 137 Simplified Multi-sphere Model-Based DEM Simulation of Particle Behavior in Hopper During Ship Loading for Dust Control
- Abstract
- 1 Introduction
- 1.1 Ship Loading Spout and Wheat Kernel
- 1.2 DEM and Multi-sphere Method
- 2 Materials and Methods
- 2.1 Wheat Particle Model
- 2.2 Ship Loading Spout Model
- 2.3 Wheat Filling and Discharge Simulation
- 3 Results and Discussion
- 4 Conclusion
- References
- High Performance DEM Computing
- 138 GPU DEM Simulations and Experimental Studies of Ball Milling Process for Various Particle Shapes
- Abstract
- 1 Introduction
- 2 Experimental Setup
- 2.1 Analogical Complex Granular Media
- 2.2 Milling Device and Optical Setup
- 3 Discrete Element Method
- 3.1 DEM GPU Approach: BLAZE-DEM Framework
- 3.2 Contact Law Model
- 4 Milling Modeling and Experimental Results
- 5 Conclusion
- References
- 139 MercuryDPM: A Fast and Flexible Particle Solver Part A: Technical Advances
- Abstract
- 1 Background
- 2 MercuryDPM: Fast, Flexible Particle Solver
- 3 Features
- 4 Advanced Analysis with MercuryCG
- 5 Interested in MercuryDPM?
- Acknowledgments
- References
- 140 Computing Framework of Large-Scale Dilated Polyhedral DEM Particles Simulation Based on GPU
- Abstract
- 1 Introduction
- 2 Framework Structure
- 2.1 Core Components
- 2.2 Workflow
- 3 Design and Implementation of Framework
- 3.1 Design of Modules
- 3.2 Design of Interfaces
- 4 Framework Test
- 5 Conclusion
- Acknowledgments
- References
- 141 Computing with Non-convex Polyhedra on the GPU
- Abstract
- 1 Introduction
- 2 Particles
- 3 Convex Polyhedra
- 3.1 Polyhedral Decomposition into Tetrahedra
- 4 Non-convex Polyhedra
- 4.1 Combinatorial Approach
- 4.2 Decomposition Approach
- 5 Experimental Validation
- 6 Conclusion
- References
- 142 Industrial Scale Particle Simulations on the GPU Using the Blaze-DEM Code
- Abstract
- 1 Introduction
- 1.1 DEM
- 1.2 Computational Implementation
- 2 Overview Blaze-DEM Algorithms
- 2.1 Contact Detection
- 3 Simulations Using Blaze-DEM
- 4 Conclusion
- References
- 143 Simulation of Heat Transfer in Granular Systems with DEM on GPUs
- Abstract
- 1 Introduction
- 2 Physical Model and Implementation
- 3 Physical and Scalability Tests
- 4 Discussion and Conclusion
- Acknowledgments
- References
- 144 Analysis on Motion Behavior of Spherical Shell in a Periodical Shear Flow Based on CUDA Parallel Computing Technique
- Abstract
- 1 Introduction
- 2 DEM Algorithm for Spherical Shell Movement in Annular Boundary
- 3 DEM Algorithm for Spherical Shell Movement in Sectorial Periodic Boundary
- 4 Numerical Examples
- 5 Conclusions
- References
- DEM Related Experimental Studies
- 145 Photoelastic Experiments on Force Chain Evolution in Granular Materials under Bilateral Flowing Conditions
- Abstract
- 1 Introduction
- 2 Photoelastic Testing Apparatus
- 3 Force Chain Structure under Different Flow Directions
- 4 Force Chain Structure under Different Loading Directions
- 5 Conclusion
- References
- 146 The Design and Development of the Granular Material Photoelastic Device with Multiway Loading
- Abstract
- 1 Introduction
- 2 The Design Idea of the Granular Photoelastic Device
- 3 Application of Granular Photoelastic Equipment
- 3.1 Using Method of Photoelastic Equipment
- 3.2 Compression and Shear Test of the Granular Material Medium System
- Test of Circular Granular with Different Size
- Test of Elliptical Granular with Different Size
- 4 Verification Test of Photoelastic Equipment Effectiveness
- 5 Conclusion
- References
- 147 Determination of Micro-parameters in DEM Through the Whole Surface Deformation Measurement in the Tri-axial Test
- Abstract
- 1 Introduction
- 2 The Whole Surface Deformation Measurement
- 3 Description of DEM Models
- 4 Results of Laboratory Tests
- 5 Cross Effect of Sliding and Rolling Friction
- 6 Determination of the Micro-Properties of Fujian Standard Sand
- 7 Conclusion
- References
- 148 Identification and Analysis of Force Chain Structures in Photoelastic Experiments
- Abstract
- 1 Introduction
- 2 The Force Chain Evolution
- 3 The Force Chain Identification
- 4 Conclusion
- Acknowledgments
- References
- 149 Study of Shear Behavior of Homogeneous and Heterogeneous Granular Materials by Experimentation and Numerical Simulation of Triaxial Test
- Abstract
- 1 Introduction
- 2 DEM Simulations
- 2.1 Contact Laws
- 2.2 Rigid Cylindrical Boundary Condition
- 3 Results and Discussion
- 3.1 Study of Mono-Disperses Granular Specimens
- 3.2 Study of Bi-disperses Mixture Specimens
- 4 Conclusions and Perspectives
- References
- 150 Erratum to: Preliminary DEM Analysis on Micro-Mechanical Behavior of the Composite Cemented Granules Under Complex Stress Conditions
- Erratum to:Chapter "Preliminary DEM Analysis on Micro-Mechanical Behavior of the Composite Cemented Granules Under Complex Stress Conditions" in: X. Li et al. (eds.), Proceedings of the 7th International Conference on Discrete Element Methods, Springer Proceedings in Physics 188,DOI 10.1007/978-981-10-1926-5_54
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