Tutorial I: Mechanics of CONFINED Granular Solids

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Tutorial I: Mechanics of CONFINED Granular Solids. Alberto M. Cuitiño Mechanical and Aerospace Engineering Rutgers University Piscataway, New Jersey cuitino@jove.rutgers.edu. IHPC-IMS Program on Advances & Mathematical Issues in Large Scale Simulation - PowerPoint PPT Presentation

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IHPC-IMS Program onAdvances & Mathematical Issues

in Large Scale Simulation(Dec 2002 - Mar 2003 & Oct - Nov 2003)

Tutorial I:Mechanics of CONFINED Granular Solids

Alberto M. CuitiñoMechanical and Aerospace Engineering

Rutgers UniversityPiscataway, New Jerseycuitino@jove.rutgers.edu

Institute of High Performance Computing Institute for Mathematical Sciences, NUS

Singapore 2003 cuitiño@rutgers

Collaborators

• Gustavo Gioia • Shanfu Zheng

Singapore 2003 cuitiño@rutgers

Overview

10-4 10-3 10-2 10-1

Normalized Compaction Force

0.4

0.5

0.6

0.7

0.8

0.9

1

Re

lativ

eD

en

sity

MacroscopicCompaction Curve

1st Stage 2nd Stage

Compaction Force

3rd Stage

0th Stage

Singapore 2003 cuitiño@rutgers

Overview

Die Filling Rearrangement

Large Deformation Localized Deformation

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Pore Structure

Increasing Pressure

PEG 8000

Higher Magnification

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Pore Structure

1mm/sec

100mm/secPEG 8000 Visco-plastic material

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Pore Structure

1mm/sec

100mm/secHPDE Visco-elastic material

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Compact Properties

0

50

100

150

200

0 10 20 30 40 50

Har

dnes

s (N

)

Compaction force (KN)

P

(N

)

HPDE 1 mm/sec

HPDE 100 mm/sec

PEG 100 mm/sec

PEG 1 mm/sec

P

Brazilian Compression

Test

Singapore 2003 cuitiño@rutgers

Goal

Understand and quantitatively predict the MACROSCOPIC

behavior of powder systems under compressive loading based on

MICROSCOPIC properties such as particle/granule behavior and spatial arrangement

Load

Need for MULTISCALE Study PARTICLES POWDERS (discrete) (continuum)

Singapore 2003 cuitiño@rutgers

No cohesion Cohesion 2 degrees

misalignment

Cohesion Vertical dropping

Die Filling

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Role of Cohesion on Die Filling

Numerical Experimental

Numerical Experimental

Cohesion No Cohesion

Open Configuration Dense Configuration

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Rearrangement Process(a discontinuous process, advancing front)

Video ImagingGlass Beads, Diameter = 1.2 mmGioia and Cuitino, 1999

Increasing Pressure Increasing Pressure

Process by which open structures collapse into dense configurations• Cohesive Powders are susceptible to rearrangement while• Non-Cohesive Powders are not

X-Ray Tomography-Density MapsAl2O3 Granules. Diameter = 30 micronsLannutti, 1997

Punch

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Physical Description(a theoretical interpretation)

Energy landscape exhibits a Spinoidal Structure (nonconvex)

H H

Convexification implies coexistence of two phases

H

Total

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Energy Landscape

Total Energy

Energy

Relaxation Energy(non-convex part)

Inter-particle Energy (frozen initial configuration)

Wedging & Friction

W = Wt+ Wf+ Ww+ Wb

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Relaxation Mechanism

Particle Rearrangement Mechanism

Snap-Through of Rings (Kuhn et al. 1991) Ring Structures in Cohesive Powders

Numerical

Experimental

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Rearrangement

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Non Convex Analysis

Minimization with constrain (Lagrange Multiplier)

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Non Convex Analysis

Effective Energy Density

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Density Evolution

Transformation Front

High Density Phase

Low Density Phase

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Wall Friction

Equilibrium in the current configuration

Generalized Friction Coefficient

Exponential decay from the transformation front

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Particle Deformability

Deformability of High Density Phase

Deformability of Low Density Phase

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Particle Deformability

High Density Phase

Low Density Phase

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Pressure Density Profiles

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Comparison with experiment

Al2O3

Theoretical Experimental

Kong et al., 1999

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Compaction Curves

H = 2L = 0.4

Theoretical Experimental(Deis and Lannutti, 1998)

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Density Histograms

Theoretical Experimental(Deis and Lannutti, 1998)

Incr

easi

ng p

ress

ure

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Effect of RH (low pressure)

p = 0.14 MPa

Experimental(Deis and Lannutti, 1998)

Low pressure range

Theoretical

Unimodal Distribution

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Effect of RH (higher pressure)

Experimental (Deis and Lannutti, 1998) Theoretical

Higher deformability increases the transformed region at constant applied pressure

Bimodal Distribution

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Other Systems with NC Energy

Preferred Term

THIN FILM BUCKLING

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Other Systems with NC Energy

COMPRESSION OF FOAMS

Gibson and Ashby, 1997

Structure Mechanical Response

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Implication: Heterogeneous Deformation

Spinoidal Energy Landscape

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Comparison with Experiment

Theory

Experiment

Material Tested Polyurethane Foam

Theory

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Comparison with Experiment

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Experimental Evidence

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x

y

Surface Measurement

Displacement field measurement using Digital Image Speckle Correlation

(Wang, Gioia and Cuitino, 2001)

Peters & Ranson (1982),

Kahn-Jetter & Chu (1990)

Vendroux & Knauss (1998)

Zhang et al . (1999)

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Digital Image Speckle Correlation

U

V

G(X)

g(x)

where, U, V are the rigid body motion and Ux, Uy, Vx, Vy are the spatial gradients

Actual ImagesUndeformed

Deformed (load step 2)

2

2

,,,,,XG

xgXGVyVxUyUxVUCC

Gray scale values, G and g, characterize point in original and deformed images

Minimization of Correlation function C provides deformation field

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Digital Image Speckle Correlation

Fiber OpticLight Source

CCD Camera

Loading System

Specimen

Computer with Frame Grabber

Setup

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Displacement MapsProgressive Field

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Displacement MapsProgressive Field

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Comparison with Experiment

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Multiscale Modeling

Cascade of length scales

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Simulation

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