Continuous and discrete models for simulating granular assemblies

Slides:



Advertisements
Similar presentations
Surface Waves and Free Oscillations
Advertisements

Finite element method Among the up-to-date methods of stress state analysis, the finite element method (abbreviated as FEM below, or often as FEA for analyses.
Acoustic-Structural Interaction in a Tuning Fork
Earthquake Seismology: The stress tensor Equation of motion
Validation of the plasticity models introduction of hardening laws
An Experimental Study and Fatigue Damage Model for Fretting Fatigue
Read Chapter 1 Basic Elasticity - Equilibrium Equations
Earthquake Seismology: Rayleigh waves Love waves Dispersion
François Chevoir, Jean-Noël Roux Laboratoire Navier (LCPC, ENPC, CNRS) DENSE GRANULAR MATERIALS Microscopic origins of macroscopic behaviour GdR CHANT.
Some Ideas Behind Finite Element Analysis
Session: Computational Wave Propagation: Basic Theory Igel H., Fichtner A., Käser M., Virieux J., Seriani G., Capdeville Y., Moczo P.  The finite-difference.
APPLIED MECHANICS Lecture 10 Slovak University of Technology
1 MECH 221 FLUID MECHANICS (Fall 06/07) Tutorial 6 FLUID KINETMATICS.
MCP 1 L. Zhang and M. T. Lusk Colorado School of Mines T.J. Bartel and E.A. Holm Sandia National Laboratories March 18, 2008 Anisotropic EBSD Nickel data.
M M S S V V 0 Scattering of flexural wave in a thin plate with multiple inclusions by using the null-field integral equation approach Wei-Ming Lee 1, Jeng-Tzong.
Finite Element Method in Geotechnical Engineering
16/12/ Texture alignment in simple shear Hans Mühlhaus,Frederic Dufour and Louis Moresi.
Theory of Elasticity Theory of elasticity governs response – Symmetric stress & strain components Governing equations – Equilibrium equations (3) – Strain-displacement.
Conservation of Energy
Lecture 7 Exact solutions
1 MFGT 242: Flow Analysis Chapter 3: Stress and Strain in Fluid Mechanics Professor Joe Greene CSU, CHICO.
CHAP 6 FINITE ELEMENTS FOR PLANE SOLIDS
MULTI-SCALE STRUCTURAL SIMULATIONS LABORATORY Computation of Spatial Kernel of Carbon Nanotubes in Non-Local Elasticity Theory Veera Sundararaghavan Assistant.
III Solution of pde’s using variational principles
Elastic Properties of Solids Topics Discussed in Kittel, Ch
MANE 4240 & CIVL 4240 Introduction to Finite Elements
Conservation Laws for Continua
Finite element method Among up-to-date methods of mechanics and specifically stress analyses, finite element method (abbreviated as FEM below, or often.
ME 520 Fundamentals of Finite Element Analysis
Stress-Strain-Diffusion Interactions in Solids J. Svoboda 1 and F.D. Fischer 2 1 Institute of Physics of Materials, Brno, Czech Republic 2 Institute of.
J. L. Bassani and V. Racherla Mechanical Engineering and Applied Mechanics V. Vitek and R. Groger Materials Science and Engineering University of Pennsylvania.
Materials Process Design and Control Laboratory Sibley School of Mechanical and Aerospace Engineering 101 Frank H. T. Rhodes Hall Cornell University Ithaca,
9 Torsion.
1 20-Oct-15 Last course Lecture plan and policies What is FEM? Brief history of the FEM Example of applications Discretization Example of FEM softwares.
APPLICATIONS/ MOHR’S CIRCLE
Bin Wen and Nicholas Zabaras
Internal stress measurement using XRD
Dr. Wang Xingbo Fall , 2005 Mathematical & Mechanical Method in Mechanical Engineering.
USSC3002 Oscillations and Waves Lecture 11 Continuous Systems
Seismology Part VI: Surface Waves: Love Augustus Edward Hough Love
Feb 26, John Anderson: GE/CEE 479/679: Lecture 11 Earthquake Engineering GE / CEE - 479/679 Topic 11. Wave Propagation 1 John G. Anderson Professor.
HEAT TRANSFER FINITE ELEMENT FORMULATION
1 Chapter 7 Potential Energy Potential Energy Potential energy is the energy associated with the configuration of a system of two or more interacting.
Material Point Method Solution Procedure Wednesday, 10/9/2002 Map from particles to grid Interpolate from grid to particles Constitutive model Boundary.
Multiscale Modeling Using Homogenization PI: Prof. Nicholas ZabarasParticipating students: Veera Sundararaghavan, Megan Thompson Material Process Design.
A novel approach for thermomechanical analysis of stationary rolling tires within an ALE-kinematic framework A. Suwannachit and U. Nackenhorst Institute.
Geology 5640/6640 Introduction to Seismology 16 Mar 2015 © A.R. Lowry 2015 Last time: Rayleigh Waves Rayleigh waves are interference patterns involving.
Computational Mechanics JASS 2006 Survey of Wave Types and Characteristics Longitudinal Waves (For reminding only)  Pure longitudinal waves  Quasi-longitudinal.
Light and Matter Tim Freegarde School of Physics & Astronomy University of Southampton Wave mechanics.
III. Engineering Plasticity and FEM
Boundary Value Problems in Elasticity
Geology 5640/6640 Introduction to Seismology 28 Jan 2015 © A.R. Lowry 2015 Read for Fri 30 Jan: S&W (§ ) Last time: The Strain Tensor Stress.
Plane Strain and Plane Stress
Solid State Physics Lecture 7 Waves in a cubic crystal HW for next Tuesday: Chapter 3 10,13; Chapter 4 1,3,5.
ANSYS Basic Concepts for ANSYS Structural Analysis
Date of download: 10/9/2017 Copyright © ASME. All rights reserved.
Introduction to Seismology
Continuum Mechanics (MTH487)
Finite Element Method in Geotechnical Engineering
From: Elastic Theory of Nanomaterials Based on Surface-Energy Density
9/10/2018 Red Sea University Faculty of Engineering Department of Mechanical Engineering JOURNAL BEARINGS Moataz Abdelgadir Ali Abdelgadir
ME 440 Intermediate Vibrations
Continuum Mechanics (MTH487)
روش عناصر محدود غیرخطی II Nonlinear Finite Element Procedures II
Lecture 30 Wave Equation and solution (Chap.47)
John Drozd Colin Denniston
3 General forced response
Elastic Properties of Solids: A Brief Introduction
Concepts of stress and strain
Finite element analysis of the wrinkling of orthotropic membranes
Presentation transcript:

Continuous and discrete models for simulating granular assemblies Akke S.J. Suiker Delft University of Technology Faculty of Aerospace Engineering Chair of Engineering Mechanics January 1, 2019

Configuration of Lattice Graphical representation of 9-cell square lattice model Suiker, Metrikine, de Borst, Int. J. Sol. Struct, 38, 1563-1583, 2001 Suiker & de Borst, Phil. Trans. Roy. Soc. A., 363, 2543-2580, 2005 January 1, 2019

Equations of motion lattice January 1, 2019

Long-wave approximation of EOM (I.A. Kunin, 1983) Replace discrete kinematic d.o.f.’s by continuous field variables: Replace discrete d.o.f.’s of neighbouring cells by second-order Taylor approximations of continuous field variables: January 1, 2019

Equations of motion in long wave-approximation January 1, 2019

Equations of motion for Cosserat continuum (Cosserat E. , Cosserat F Equations of motion for Cosserat continuum (Cosserat E., Cosserat F., 1909; Günther, W., 1958; Schaefer, H., 1962; Mindlin, R.D., 1964; Eringen, A.C., 1968; Mühlhaus, H.-B., 1989; de Borst, R., 1991) The Cosserat continuum model is useful for studying: Localised failure problems, where rotation of grains is important High-frequency wave propagation, with deformation patterns of short wavelengths January 1, 2019

Mapping long-wave approximation on Cosserat model Relation between continuum material parameters and lattice parameters: Constraints that have to be satisfied to match the anisotropic lattice model with the isotropic Cosserat continuum model: January 1, 2019

Configuration reduced lattice Graphical representation of reduced 9-cell square lattice model January 1, 2019

Dispersion relations for plane harmonic waves Lattice Continuum Substitution into equations of motion yields: Dispersion relations: January 1, 2019

Direction of propagation (kx,kz) = (0,k) Dispersion curves for 9-cell square lattice and Cosserat continuum January 1, 2019

Second-gradient micro-polar model (microstructural approach) Constitutive coefficients are of the form (using ) Suiker, de Borst, Chang, Acta Mech., 149, 161-180, 2001 Suiker, de Borst, Chang, Acta Mech., 149, 181-200, 2001 Suiker & de Borst, Phil. Trans. Roy. Soc. A., 363, 2543-2580, 2005 January 1, 2019

Reduced forms of the second-gradient micro-polar model Linear elastic model, C(1) to C(6) = 0,: Second-gradient model, C(3) to C(6) = 0, (Chang & Gao, 1995): Cosserat model, C(1), C(2) and C(4) = 0, (Chang & Ma, 1992): January 1, 2019

Dispersion curves for various models Dispersion curves for compression wave, shear wave and micro-rotational wave January 1, 2019

Boundary value problem Layer of thickness H, consisting of equi-sized particles of diameter d - forced vibration under moving load Suiker, Metrikine, de Borst, J. Sound Vibr., 240, 1-18, 2001 Suiker, Metrikine, de Borst, J. Sound Vibr., 240, 19-39, 2001 January 1, 2019

Cells of square lattice Inner cell Boundary cell January 1, 2019

Response of layer to a moving load 4 boundary conditions (in Fourier domain): - boundary cells at top of layer subjected to moving load in z-direction and free of loading in x-direction - displacements at bottom of layer are zero (in x- and z-directions) Substituting harmonic displacements into these 4 boundary conditions gives: Solve above system, and transform solution to time domain by Inverse Fourier Transform (numerical). January 1, 2019

Displacement profile (H=300mm) (uz taken at 0.2H below layer surface) Case 1 Case 2 Velocity dependence Case 3 Harmonic load January 1, 2019

Model Configuration Cuboidal volume of randomly packed, equi-sized, cohesionless spheres (initial porosity is 0.382). Suiker & Fleck, J. Appl. Mech., 71, 350-358, 2004 January 1, 2019

Stress-strain Response at various Contact Friction Stress-strain response for various contact friction angles January 1, 2019

Effect of Contact Friction on Sample Strength Macroscopic friction angle versus contact friction angle January 1, 2019

Effect of Particle Redistribution Three different kinematic conditions: Particle sliding and particle rotation are allowed Particle sliding is allowed, particle rotation is prevented Particle sliding is allowed in correspondence with an affine deformation field, particle rotation is prevented. January 1, 2019

Stress-strain Responses left: Volumetric strain versus hydrostatic stress (volumetric deformation path ) right: Deviatoric strain versus deviatoric stress (deviatoric deformation path ) January 1, 2019

Collapse Contour in the Deviatoric Plane Left: Collapse contour for unconstrained and constrained particle rotation ( ) Right: Collapse contour for DEM model (unconstrained particle rotation) and various continuum models January 1, 2019

Points of discussion Higher-order continuum models approach discrete models accurately up to a certain wavelength of deformation Higher-order continuum models may be unstable for small wavelengths;  remedy: inclusion of higher-order time derivatives (and coupled time-space derivatives) Deformations with wavelengths < few times the particle diameter can not be decribed accurately with continuum models The number of constitutive coefficients increases drastically when continuum models are further kinematically enhanced (i.e., 4th-order, 6th-order etc.) January 1, 2019