Liquid–Solid Flows Using Smoothed Particle Hydrodynamics and the Discrete Element Method

Total Page:16

File Type:pdf, Size:1020Kb

Liquid–Solid Flows Using Smoothed Particle Hydrodynamics and the Discrete Element Method Powder Technology 116Ž. 2001 204–213 www.elsevier.comrlocaterpowtec Liquid–solid flows using smoothed particle hydrodynamics and the discrete element method Alexander V. Potapov a,b,1, Melany L. Hunt a,), Charles S. Campbell b a DiÕision of Engineering and Applied Science, California Institute of Technology, Mail Code 104-44, Pasadena, CA 91125, USA b Department of Mechanical Engineering, UniÕersity of Southern California, Los Angeles, CA 90089-1453, USA Received 31 March 2000; received in revised form 21 September 2000; accepted 21 September 2000 Abstract This study presents a computational method combining smoothed particle hydrodynamicsŽ. SPH and the discrete element method Ž.DEM to model flows containing a viscous fluid and macroscopic solid particles. The two-dimensional numerical simulations are validated by comparing the wake size, drag coefficient and local heat transfer for flow past a circular cylinder at Reynolds numbers near 100. The central focus of the work, however, is in computing flows of liquid–solid mixtures, such as the classic shear-cell experiments of Bagnold. Hence, the simulations were performed for neutrally buoyant particles contained between two plates for different solid fractions, fluid viscosities and shear rates. The tangential force resulting from the presence of particles shows an increasing dependence on the shear rate as observed in the Bagnold experiments. The normal force shows large variations with time, whose source is presently unclear but independent of the direct collisions between particles and the walls. q 2001 Elsevier Science B.V. All rights reserved. Keywords: Liquid–solid flows; Smoothed particle hydrodynamics; Discrete element method 1. Introduction interactions. By contrast, numerical simulations for dry granular flows have been extremely useful in developing Flows of a solid–liquid mixture—such as slurries and and evaluating constitutive relations; the technique de- debris flows—are common in industrial and geophysical scribed herein may provide similar insights into multiphase settingswx 1,2 . These flows, however, present a challenge mixtures. for both experimental and numerical research. In an exper- The flows investigated in this study are generally de- iment involving particulates, standard single-phase instru- scribed by Reynolds numbers, Re, greater than 1, where s r mentation such as hot-wire anemometry or laser-Doppler Re rffUD m using r as the fluid density, U as the velocimetry can only be used to measure the velocity characteristic velocity, d as the particle diameter, and m as distributions if the flows are dilute and the particles are the dynamic fluid viscosity. The ratio of the densities of r small. Measurements of the variations in solids concentra- the solid to fluid phases Ž.rsfr typically ranges from 1 to tions are equally problematic, and only recently have 10, and the solid fraction, f, may approach that of a non-intrusive techniques, such as NMR, been introduced to packed bed. Hence, these flows are quite distinct from study these flows. Similarly, numerical simulations of dilute or low-Reynolds number suspensions, and simula- solid–liquid flows are formidable because of the complex tions of the flows must include the inertial effects of both geometries and the uncertainties regarding the fluid–solid the fluid and particle phases, as well as the effects of fluid viscosity. This work introduces a Lagrangian computational scheme to simulate this type of fluid–solid flow. The scheme combines two methods that can be found in the ) q q Corresponding author. Tel.: 1-626-395-4231; fax: 1-626-568- Ž. 2719. literature: the discrete element method DEM and E-mail address: [email protected]Ž. M.L. Hunt . smoothed particle hydrodynamicsŽ. SPH . DEM has been 1 Currently at Conveyor Dynamics, Bellingham, WA. used extensively to simulate dry granular flows that ne- 0032-5910r01r$ - see front matter q 2001 Elsevier Science B.V. All rights reserved. PII: S0032-5910Ž. 00 00395-8 A.V. PotapoÕ et al.rPowder Technology 116() 2001 204–213 205 glect any effects of the interstitial fluidwx 3–5 . The tech- material with varying thermal conductivity and compared nique is similar to molecular dynamicsŽ. MD studies, as the results with exact solutions. each particle within the DEM simulation is treated sepa- A coupling of the SPH and the DEM methods provides rately and followed as it moves. Newton’s second law a technique that differs from other approaches found in the describes the motion of each particle subject to all the literature for liquid–solid flows. Several research groups forces acting on it, including external fields such as gravity have used the DEM method to compute flows with a or through contacts with other particles. Each equation of viscous fluid by including drag effectswx 16,17 . The drag motion is integrated over a fixed time step to find the forces are computed by using an averaged equation for the particle’s velocity and position. The normal contact forces fluid motion that includes a fluid–solid coupling term. For are often modeled as a damped spring, although more dense beds, the coupling term resembles the Ergun equa- complex models have also been introducedwx 5,6 . In addi- tion for packed beds; for dilute systems, the term is based tion, the angular motion of the particles is also determined on the drag for a single particle in an infinite fluidwx 16 . A by relating the rate of change of the angular velocity to the finite element technique was used by Feng et al.wx 18,19 , moment acting on the particle. These DEM simulations and Huwx 20 to calculate the motion of the fluid and solid have allowed researchers to study the details of the flow, phases. This approach requires an unstructured grid to be including variations of velocity, velocity fluctuations and updated with each time step. A grid was also used in the solid fractions, and have been valuable in developing finite-difference solver by Kalthof and Herrmannwx 21 ; the constitutive relations and transport properties for dry gran- interaction between the solid and the fluid phases was ular flowswx 7,8 . introduced by integrating the stress tensor at the particle Smoothed particle hydrodynamicsŽ. SPH is a meshless surface using a series expansion. The model compared Lagrangian computational technique that was introduced in well for flow around a single settling particle and for flow the astrophysics community to simulate the movement of around a fixed lattice of particles. Fluid–solid suspensions masses of material in an unbounded three-dimensional have also been simulated at finite Reynolds numbers using spacewx 9–11 . Each computational point or particle has an a Lattice–Boltzmann methodwx 22,23 . This technique has associated mass, momentum and energy. The movement of been extended to higher Reynolds numberŽ approximately each particle results from the integration of Newton’s 100. for flow through a fixed array of cylinderswx 24 . At second law, subject to the forces that are imposed on the low Reynolds numbers, the Stokesian dynamics technique particle. For astrophysics applications, the forces result has become a standard tool for investigating suspensions from pressure gradients or body forces acting on the wx25 . particles. However, viscous shear forces have also been This paper presents the initial results of an ongoing includedwx 11–13 . A property within the flow, such as the study to simulate liquid–solid flows including heat transfer density, is obtained by using an averaging or smoothing by combining DEM and SPH; this approach does not algorithm that integrates over neighboring particles. Super- require a computational mesh, nor does it rely on empirical ficially, the SPH algorithm looks similar to MD or DEM models to couple the liquid and solid phases. The method- because the momentum equations for every SPH particle ology of the technique is briefly described below, although are integrated numerically subject to forces applied by the the details can be found separately in either the literature neighboring particles. The major difference between SPH for DEM or SPH. The first half of the paper involves the and MD or DEM is that the inter-particle forces in SPH verification of the technique by simulating flow around a are derived from the Navier–Stokes equations instead of two-dimensional cylinder. The second half involves the particle interaction laws. simulation of a two-dimensional liquid–solid flow without The SPH technique has been used extensively for com- gravity involving tens of thousands of SPH particles in a pressible flow problems, but has recently been applied to shear flow and up to 18 solid particles that each contains nearly incompressible flows for several different applica- hundreds of SPH particles. tionswx 12–14 . Monaghan wx 12 used the technique to simu- late free surfaces flows of water by ensuring that the speed of sound within the fluid is much larger than the speed of 2. The numerical model the bulk flow of material. Morris et al.wx 13 and Zhu et al. wx14 modeled low Reynolds number flows, and computed the two-dimensional flow field for a Couette flow, laminar 2.1. Smoothed particle hydrodynamics flow in a channel, flow past a cylinder in a periodic lattice, and flow through a square or hexagonal lattice of cylin- As outlined below, the basic ideas describing SPH ders. By introducing SPH boundary particles, the simula- follow from the review by Monaghanwx 11 . In SPH the tion satisfied the no-slip condition along the surface solid fluid is defined by a finite set of Lagrangian points situated boundaries. These flows were compared with known solu- in the computational domain. Strictly, these are interpola- tions. In addition, the recent computations by Cleary and tion points used in integrating the Navier–Stokes equa- Monaghanwx 15 solved the heat conduction equation for a tions, but it is useful from the point of view of physical 206 A.V.
Recommended publications
  • Application of Discrete-Element Methods to Approximate Sea-Ice
    Confidential manuscript submitted to Journal of Advances in Modeling Earth Systems (JAMES) 1 Application of discrete-element methods to approximate sea-ice 2 dynamics 1 1 1 3 A. Damsgaard , A. Adcroft , and O. Sergienko 1 4 Program in Atmospheric and Oceanic Sciences, Princeton University, Princeton, New Jersey, USA 5 Key Points: • 6 Abrupt strengthening under dense ice-packing configurations induces granular jam- 7 ming • 8 Cohesive bonds can provide similar behavior as Coulomb-frictional parameteriza- 9 tions • 10 A probabilistic model characterizes the likelihood of jamming over time Corresponding author: A. Damsgaard, [email protected] –1– Confidential manuscript submitted to Journal of Advances in Modeling Earth Systems (JAMES) 11 Abstract 12 Lagrangian models of sea-ice dynamics have several advantages over Eulerian continuum 13 models. Spatial discretization on the ice-floe scale are natural for Lagrangian models and 14 offer exact solutions for mechanical non-linearities with arbitrary sea-ice concentrations. 15 This allows for improved model performance in ice-marginal zones. Furthermore, La- 16 grangian models can explicitly simulate jamming processes such as sea ice movement 17 through narrow confinements. Granular jamming is a chaotic process that occurs when 18 the right grains arrive at the right place at the right time, and the jamming likelihood over 19 time can be described by a probabilistic model. While difficult to parameterize in contin- 20 uum formulations, jamming emerges spontaneously in dense granular systems simulated 21 in a Lagrangian framework. Here, we present a flexible discrete-element framework for 22 approximating Lagrangian sea-ice mechanics at the ice-floe scale, forced by ocean and at- 23 mosphere velocity fields.
    [Show full text]
  • Contact Dynamics As a Nonsmooth Discrete Element Method Farhang Radjai, Richefeu Vincent
    Contact dynamics as a nonsmooth discrete element method Farhang Radjai, Richefeu Vincent To cite this version: Farhang Radjai, Richefeu Vincent. Contact dynamics as a nonsmooth discrete element method. Me- chanics of Materials, Elsevier, 2009, 41, pp.715–728. 10.1016/j.mechmat.2009.01.028. hal-00689866 HAL Id: hal-00689866 https://hal.archives-ouvertes.fr/hal-00689866 Submitted on 20 Apr 2012 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Contact dynamics as a nonsmooth discrete element method Farhang Radjai and Vincent Richefeu Laboratoire de M´ecanique et G´enieCivil, CNRS - Universit´eMontpellier 2, Place Eug`eneBataillon, 34095 Montpellier cedex 05 Abstract The contact dynamics (CD) method is presented as a discrete element method for the simulation of nonsmooth granular dynamics at the scale of particle rear- rangements where small elastic response times and displacements are neglected. Two central ingredients of the method are detailed: 1) The contact laws expressed as complementarity relations between the contact forces and velocities and 2) The nonsmooth motion involving velocity jumps with impulsive unresolved forces as well as smooth motion with resolved static forces. We show that a consistent descrip- tion of the dynamics at the velocity level leads to an implicit time-stepping scheme together with an explicit treatment of the evolution of the particle configuration.
    [Show full text]
  • A Coupled SPH-DEM Model for Fluid-Structure Interaction Problems with Free-Surface Flow and Structural Failure
    This is a repository copy of A coupled SPH-DEM model for fluid-structure interaction problems with free-surface flow and structural failure. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/103460/ Version: Accepted Version Article: Wu, K, Yang, D and Wright, N (2016) A coupled SPH-DEM model for fluid-structure interaction problems with free-surface flow and structural failure. Computers and Structures, 177. pp. 141-161. ISSN 0045-7949 https://doi.org/10.1016/j.compstruc.2016.08.012 © 2016 Elsevier Ltd. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/ Reuse This article is distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs (CC BY-NC-ND) licence. This licence only allows you to download this work and share it with others as long as you credit the authors, but you can’t change the article in any way or use it commercially. More information and the full terms of the licence here: https://creativecommons.org/licenses/ Takedown If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request. [email protected] https://eprints.whiterose.ac.uk/ A coupled SPH-DEM model for fluid-structure interaction problems with free-surface flow and structural failure Ke Wu1, Dongmin Yang1,*, Nigel Wright2 1 School of Civil Engineering, University of Leeds, LS2 9JT, UK 2 Faculty of Technology, De Montfort University, LE1 9BH, UK Abstract An integrated particle model is developed to study fluid-structure interaction (FSI) problems with fracture in the structure induced by the free surface flow of the fluid.
    [Show full text]
  • Virtual Experiments of Particle Mixing Process with the SPH-DEM Model
    materials Article Virtual Experiments of Particle Mixing Process with the SPH-DEM Model Siyu Zhu, Chunlin Wu and Huiming Yin * Department of Civil Engineering and Engineering Mechanics, Columbia University, 610 S.W. Mudd, 500 West 120th Street, New York, NY 10027, USA; [email protected] (S.Z.); [email protected] (C.W.) * Correspondence: [email protected]; Tel.: +1-212-851-1648 Abstract: Particle mixing process is critical for the design and quality control of concrete and composite production. This paper develops an algorithm to simulate the high-shear mixing process of a granular flow containing a high proportion of solid particles mixed in a liquid. DEM is employed to simulate solid particle interactions; whereas SPH is implemented to simulate the liquid particles. The two-way coupling force between SPH and DEM particles is used to evaluate the solid-liquid interaction of a multi-phase flow. Using Darcy’s Law, this paper evaluates the coupling force as a function of local mixture porosity. After the model is verified by two benchmark case studies, i.e., a solid particle moving in a liquid and fluid flowing through a porous medium, this method is applied to a high shear mixing problem of two types of solid particles mixed in a viscous liquid by a four-bladed mixer. A homogeneity metric is introduced to characterize the mixing quality of the particulate mixture. The virtual experiments with the present algorithm show that adding more liquid or increasing liquid viscosity slows down the mixing process for a high solid load mix. Although the solid particles can be mixed well eventually, the liquid distribution is not homogeneous, especially when the viscosity of liquid is low.
    [Show full text]
  • Modelling Complex Particle–Fluid Flow with a Discrete Element Method Coupled with Lattice Boltzmann Methods (DEM-LBM)
    chemengineering Article Modelling Complex Particle–Fluid Flow with a Discrete Element Method Coupled with Lattice Boltzmann Methods (DEM-LBM) Wenwei Liu and Chuan-Yu Wu * Department of Chemical and Process Engineering, University of Surrey, Guildford GU2 7XH, UK; [email protected] * Correspondence: [email protected] Received: 1 July 2020; Accepted: 29 September 2020; Published: 7 October 2020 Abstract: Particle–fluid flows are ubiquitous in nature and industry. Understanding the dynamic behaviour of these complex flows becomes a rapidly developing interdisciplinary research focus. In this work, a numerical modelling approach for complex particle–fluid flows using the discrete element method coupled with the lattice Boltzmann method (DEM-LBM) is presented. The discrete element method and the lattice Boltzmann method, as well as the coupling techniques, are discussed in detail. The DEM-LBM is thoroughly validated for typical benchmark cases: the single-phase Poiseuille flow, the gravitational settling and the drag force on a fixed particle. In order to demonstrate the potential and applicability of DEM-LBM, three case studies are performed, which include the inertial migration of dense particle suspensions, the agglomeration of adhesive particle flows in channel flow and the sedimentation of particles in cavity flow. It is shown that DEM-LBM is a robust numerical approach for analysing complex particle–fluid flows. Keywords: particle–fluid flow; discrete element method; lattice Boltzmann method 1. Introduction Particulate flows are extensively encountered in nature and industrial processes, attracting tremendous engineering research interests in almost all areas of sciences [1–3], including astrophysics, chemical engineering, biology, life science and so on.
    [Show full text]
  • Numerical Modelling of Deformation Within Accretionary Prisms
    IT 12 022 Examensarbete 45 hp Juni 2012 Numerical modelling of deformation within accretionary prisms Ting Zhang Institutionen för informationsteknologi Department of Information Technology Abstract Numerical modelling of deformation within accretionary prisms Ting Zhang Teknisk- naturvetenskaplig fakultet UTH-enheten A two dimensional continuous numerical model based on Discrete Element Method is used to investigate the behaviour of accretionary wedges with different basal frictions. Besöksadress: The models are based on elastic-plastic, brittle material and computational granular Ångströmlaboratoriet Lägerhyddsvägen 1 dynamics, and several characteristics of the influence of the basal friction are analysed. Hus 4, Plan 0 The model results illustrate that the wedge’s deformation and geometry, for example, fracture geometry, the compression force, area loss, displacement, height and length Postadress: of the accretionary wedge etc., are strongly influenced by the basal friction. In general, Box 536 751 21 Uppsala the resulting wedge grows steeper, shorter and higher, and the compression force is larger when shortened above a larger friction basement. Especially, when there is no Telefon: basal friction, several symmetrical wedges will distribute symmetrically in the domain. 018 – 471 30 03 The distribution of the internal stress when a new accretionary prime is forming is Telefax: also studied. The results illustrate that when the stress in a certain zone is larger than 018 – 471 30 00 a critical number, a new thrust will form there. Hemsida: http://www.teknat.uu.se/student Key words: Discrete Element Method, accretionary wedge, basal friction, compression force, area loss, displacement, height and length Handledare: Hemin Koyi Ämnesgranskare: Maya Neytcheva Examinator: Jarmo Rantakokko IT 12 022 Tryckt av: Reprocentralen ITC Numerical modelling of deformation within accretionary prisms Zhang Ting Content Abstract Content 1.
    [Show full text]
  • Hammering Beneath the Surface of Mars – Modeling and Simulation Of
    URN (Paper): urn:nbn:de:gbv:ilm1-2014iwk-155:2 58th ILMENAU SCIENTIFIC COLLOQUIUM Technische Universität Ilmenau, 08 – 12 September 2014 URN: urn:nbn:de:gbv:ilm1-2014iwk:3 Hammering beneath the surface of Mars – Modeling and simulation of the impact-driven locomotion of the HP3-Mole by coupling enhanced multi-body dynamics and discrete element method Roy Lichtenheldt1, Bernd Schäfer2, Olaf Krömer3 1 German Aerospace Center (DLR), Institute of System Dynamics and Control 1 Ilmenau University of Technology, Department of Mechanical Engineering, Mechanism Technology Group 2 German Aerospace Center (DLR), Institute of Robotics and Mechatronics 3German Aerospace Center (DLR), Institute of Space Systems ABSTRACT As the formation of the rocky planets in our inner solar system has always been a major sub- ject of scientific interest, NASA’s discovery mission InSight (Interior Seismic Investigations, Geodesy and Heat Transport) intends to gain further knowledge about the interior structure of Mars. In order to understand the processes that lead to planetary evolution, Mars’ seismic as well as thermal properties will be measured. DLR’s HP3-Mole (Heat Flow and Physical Prop- erties Package), an innovative self impelling nail, will hammer itself into the red planet deeper than any other instrument before, in order to measure the heat flux and thermal gradient down to a final depth of 5 m. To achieve this challenging goal, high fidelity simulation models have been used throughout the whole development process. To meet the demands on accuracy, two detailed models were created based on enhanced multi-body dynamics and discrete element techniques. For the most detailed analysis both methods are coupled to enable further understanding of the interaction between Mole mechanism and soil dynamics.
    [Show full text]
  • Computational Fluid Dynamics (CFD) and Discrete Element Method (DEM) Applied to Centrifuges
    6 Computational Fluid Dynamics (CFD) and Discrete Element Method (DEM) Applied to Centrifuges Xiana Romani Fernandez, Lars Egmont Spelter and Hermann Nirschl Karlsruhe Institute of Technology, Campus South, Institute for Mechanical Process Engineering and Mechanics, Karlsruhe Germany 1. Introduction The simulation of fluid flow in e.g. air channels, pipes, porous media and turbines has been the emphasis of many research projects and optimization processes in the academic and industrial community during the last years. A key advantage of the calculation of fluid flow through a given geometry when compared to the experimental determination is the efficient identification of disadvantages of the current state and the fast cycle of change in geometry and analysis of its effects. This saves time and costs and furthermore opens up new fields of research and development. There are, however, few drawbacks of the new optimisation and research methods. The numerically obtained results need validation before it can be stated whether they are correct or misrepresent the true state. In some cases, such as the optimisation of existing systems, the experience of the user may be sufficient to evaluate the calculated flow pattern. In the case of the prediction of flow in new geometries or process conditions, the numerical result can be validated only by measuring the flow pattern at representative process conditions (flow velocity, pressure, and temperature). For non- moving geometries, many measurements have been conducted in order to determine the flow behaviour in various geometries and for different process conditions. These measurements are readily available for the evaluation of new simulations. However, only little research has been conducted to evaluate the flow conditions in centrifuges, especially at high rotational speeds.
    [Show full text]
  • An Implementation of the Soft-Sphere Discrete Element Method in a High-Performance Parallel Gravity Tree-Code
    Granular Matter (2012) 14:363–380 DOI 10.1007/s10035-012-0346-z ORIGINAL PAPER An implementation of the soft-sphere discrete element method in a high-performance parallel gravity tree-code Stephen R. Schwartz · Derek C. Richardson · Patrick Michel Received: 20 January 2012 / Published online: 30 March 2012 © Springer-Verlag 2012 Abstract We present our implementation of the soft-sphere body surfaces, or at designing efficient sampling tools for discrete element method (SSDEM) in the parallel gravita- sample-return space missions. tional N-body code pkdgrav, a well-tested simulation pack- age that has been used to provide many successful results Keywords Bulk solids · Solar system · DEM · in the field of planetary science. The implementation of Hopper · SSDEM SSDEM allows for the modeling of the different contact forces between particles in granular material, such as var- ious kinds of friction, including rolling and twisting friction, 1 Introduction and the normal and tangential deformation of colliding par- ticles. Such modeling is particularly important in regimes The study of granular materials and their dynamics is of great for which collisions cannot be treated as instantaneous or as importance for a wide range of applications in industry, but occurring at a single point of contact on the particles’ sur- also in the field of planetary science. Most celestial solid faces, as is done in the hard-sphere discrete element method bodies’ surfaces are not bare rock, but are instead covered already implemented in the code. We check the validity by granular material. This material can take the form of fine of our soft-sphere model by reproducing successfully the regolith as on the Moon, or gravels and pebbles as on the dynamics of flows in a cylindrical hopper.
    [Show full text]
  • Numerical Methods in Geomechanics
    Antonio Bobet NUMERICAL METHODS IN GEOMECHANICS Antonio Bobet School of Civil Engineering, Purdue University, West Lafayette, IN, USA اﻟﺨﻼﺻـﺔ: ﺗﻘﺪم هﺬﻩ اﻟﻮرﻗﺔ وﺻﻔ ﺎً ﻟﻠﻄﺮق اﻟﻌﺪدﻳﺔ اﻷآﺜﺮ اﺳﺘﺨﺪاﻣﺎ ﻓﻲ اﻟﻤﻴﻜﺎﻧﻴﻜﺎ اﻟﺠﻴﻮﻟﻮﺟﻴﺔ. وهﻲ أرﺑﻌﺔ ﻃﺮق : (1) ﻃﺮﻳﻘﺔ اﻟﻌﻨﺼﺮ اﻟﻤﻤﻴﺰ (2) ﻃﺮﻳﻘﺔ ﺗﺤﻠﻴﻞ اﻟﻨﺸﻮة اﻟﻤﺘﻘﻄﻊ (3) ﻃﺮﻳﻘﺔ اﻟﺘﺤﺎم اﻟﺠﺴﻴﻤﺎت (4) ﻃﺮﻳﻘﺔ اﻟﺸﺒﻜﺔ اﻟﻌﺼﺒﻴﺔ اﻟﺼﻨﺎﻋﻴﺔ. وﺗﻀﻤﻨﺖ اﻟﻮرﻗﺔ أ ﻳ ﻀ ﺎً وﺻﻔ ﺎً ﻣﻮﺟﺰ اً ﻟﺘﻄﺒﻴﻖ اﻟﻤﺒﺎدئ اﻟﺨﻮارزﻣﻴﺔ ﻟﻜﻞ ﻃﺮﻳﻘﺔ إﺿﺎﻓﺔ إﻟﻰ ﺣﺎﻟﺔ ﺑﺴﻴﻄﺔ ﻟﺘﻮﺿﻴﺢ اﺳﺘﺨﺪاﻣﻬﺎ. ______________________ *Corresponding Author: E-mail: [email protected] Paper Received November 7, 2009; Paper Revised January 17, 2009; Paper Accepted February 3, 2010 April 2010 The Arabian Journal for Science and Engineering, Volume 35, Number 1B 27 Antonio Bobet ABSTRACT The paper presents a description of the numerical methods most used in geomechanics. The following methods are included: (1) The Distinct Element Method; (2) The Discontinuous Deformation Analysis Method; (3) The Bonded Particle Method; and (4) The Artificial Neural Network Method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use. Key words: numerical methods, geomechanics, continuum, discontinuum, finite difference, finite element, discrete element, discontinuous deformation analysis, bonded particle, artificial neural network 28 The Arabian Journal for Science and Engineering, Volume 35, Number 1B April 2010 Antonio Bobet NUMERICAL METHODS IN GEOMECHANICS 1. INTRODUCTION Analytical methods are very useful in geomechanics because they provide results with very limited effort and highlight the most important variables that determine the solution of a problem. Analytical solutions, however, have often a limited application since they must be used within the range of assumptions made for their development.
    [Show full text]
  • Discrete Element Modeling— a Promising Method for Refractory Microstructure Design
    Discrete element modeling— A promising method for refractory microstructure design efractory materials are required to Rkeep their structural stability when subjected to extreme mechanical and chemical environments. Thermal shock spalling, corro- sion, creep, and other complex phenomena may take place while using them. Therefore, mechanical behavior of refractory materials is of great interest. In recent years, researchers reported various technical problems and industrial challenges concerning refractory materials that are Credit: Moreira et al. not easily solved using conventional experimental methods. Thus, numerical computational tools emerged to better understand the physical problems and to analyze such complex conditions. The finite element method (FEM) is one of the most popu- lar approaches for studying thermomechanical problems. It is a numerical method that subdivides a large system into smaller, simpler parts for easier analysis through the use of a mesh, i.e., a geometrical representation of the domain of interest that comprises all elements to be analyzed. This technique is suitable to solve elliptic and parabolic prob- lems, and it is not restricted to linear or isotropic cases. The mesh makes it geometrically flexible and able to model complex domains. Additionally, this technique is easily implemented as computer codes and is also robust because most mathematical problems can be stated as a variational problem where FEM can be applied. However, one of the main disadvantages to FEM is the dif- ficulty of analyzing microscopic situations and material discontinui- ties, as the equations associated with the problem are derived based on a continuous materials assumption.1 Trying to overcome this issue, researchers developed the FEM remeshing technique, which solves complex problems by updating the mesh to consider discontinuities, but this procedure can affect 2 3 By M.
    [Show full text]
  • Discrete Element Simulation of the Behavior of Bulk Granular Material During Truck Braking
    The current issue and full text archive of this journal is available at www.emeraldinsight.com/0264-4401.htm EC 23,1 Discrete element simulation of the behavior of bulk granular material during truck braking 4 Shu-chun Zuo, Yong Xu and Quan-wen Yang Department of Applied Mechanics, China Agricultural University, Beijing, Received July 2004 Revised May 2005 People’s Republic of China, and Accepted June 2005 Y.T. Feng Civil & Computational Engineering Centre, School of Engineering, University of Wales Swansea, Swansea, UK Abstract Purpose – To simulate the dynamic feature of bulk granular material (such as agricultural products) during sudden braking of a truck by applying discrete element method. Design/methodology/approach – The bulk granular material was modeled by the discrete element approach, in which the spherical elements were used to represent the granular particles; the interaction between two in-adhesive particles was modeled by Hertz for normal interaction, and by Mindlin and Deresiewicz for tangential interaction; the interaction between two particles with adhesion was modeled by the JKR theory for normal interaction, and by Thornton’s theory for the tangential interaction. Different initial conditions (braking speeds/accelerations) were considered. The dynamic system was numerically solved by the central difference based explicit time integration, and the dynamic impact forces were recorded to further analysis. Findings – The computation predicted that the resultant dynamic force acting upon the front wall behaves in four stages, i.e. increasing, plateau, sharp increasing and drop with damped fluctuation. It was observed that, the shorter the breaking time is, the faster the force reaches its peak, and the greater the peak value is.
    [Show full text]