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Vici Progress Report, March 2013.
Nicolás Rivas
Project descriptionTwo general approaches are used to model granular materials: microscopic, where information is taken fromindividual particles, and macroscopic, where continuum fields are considered. In this project we apply andcompare both approaches to a driven granular system, consisting in a vertically shaken shallow box filledwith grains. This system presents many distinct inhomogeneous stable states as the energy injection,geometry, grain properties and grains number are varied. Studying the stability of these states and thetransitions between them, from both a microscopic and macroscopic approach, may lead to a betterunderstanding of the outofequilibrium statistical physics behind complex granular systems. We also focuson the development and comparison of a set of simulation tools, both microscopic (molecular dynamics) andmacroscopic (granularhydrodynamics equations solver), to establish the limits and advantages of eachapproach in different scenarios.
Recent papers● Sudden chain energy transfer events in vibrated granular media
N Rivas, S Ponce, B Gallet, D Risso, R Soto, P Cordero, N MujicaPhysical Review Letters 106 (8), 88001
In a mixture of two species of grains of equal size but different mass, placed in a vertically vibrated shallowbox, there is spontaneous segregation. Once the system is at least partly segregated and clusters of theheavy particles have formed, there are sudden peaks of the horizontal kinetic energy of the heavy particles,that is otherwise small.
● Segregation in quasitwodimensional granular systemsN Rivas, P Cordero, D Risso, R SotoNew Journal of Physics 13, 055018
Segregation for two granular species is studied numerically in a vertically vibrated quasitwodimensional(quasi2D) box.
Recent talk
Low-frequency oscillationsin vertically vibrated granular beds
Multi Scale Mechanics (msm)Nicolás Rivas ([email protected])
October 10, 2012
by P. Imgrond et al.
GRAINS “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
~ Asin(ωt)
LX
LY
LZ
Quasi-two-dimensional geometry:
Ly = 5
LX(5,100)
Number of particles: F ≡ N/LxLy = 12
Dimensionless speed: S ≡ A2ω2/gd (XXX,XXX)
SYSTEM GEOMETRY “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
N hard spheres
g
LX = L
Y = 5
Column~ Asin(ωt)
SYSTEM GEOMETRY “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
OUTLINE
+ Wide geometry: previous research
+ Decrease system length
+ Column geometry: low-frequency oscillations (LFOs)
+ Possible influence on wide system
SIMULATIONS “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
+ Event-driven simulations.
+ Perfect hard spheres.
+ Collisions given by μS, μD, εN, εT
+ Solid boundary conditions.
+ Bi-parabolic sine interpolation.
~ Asin(ωt)
LX
LY
LZ N hard spheres
g
SIMULATIONS
SIMULATIONS “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
+ Event-driven simulations.
+ Perfect hard spheres.
+ Collisions given by μS, μD, εN, εT
+ Solid boundary conditions.
+ Bi-parabolic sine interpolation.
~ Asin(ωt)
LX
LY
LZ N hard spheres
g
SIMULATIONS
Binary, instantaneous, no overlap collisions.
UNDULATIONS
F = 12, ω = 2, A = 4
* Color corresponds to kinetic energy
STATES “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LEIDENFROST STATE
F = 12, ω = 7, A = 1
* Color corresponds to kinetic energy
STATES “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
F = 12, ω = 10, A = 1.0
* Color corresponds to kinetic energy
STATES “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
CONVECTIVE STATE
STATES “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LEIDENFROST STATE?
* Color corresponds to kinetic energy
F = 12, ω = 9, A = 1
PHASE DIAGRAM “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
System Length
Oscillation F
requency
INTERMEDIATE “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LX = 20
F = 12, ω = 10, A = 1
FIELDS “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
COLUMN “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LX = 5
F = 12, ω = 10, A = 1
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Vertical C
enter of Mass
Time
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Frequency
P.S
.D.
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LFO
s Frequency
Dimensionless Velocity (S)
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LFO
s Frequency
Dimensionless Velocity (S)
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LFO
s Frequency
Dimensionless Velocity (S)
COLUMN: LFOs “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
LFO
s Frequency
LFO
s Am
plitude
Dimensionless Velocity (S) Dimensionless Velocity (S)
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Moving bottom: A sin(ωt)
Solid region
Gaseous region: spring
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Mass conservation and Cauchy momentum equation:
ρ: Densityu: Velocity vectorσ: Stress tensorB: External forces
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Considering a one-dimensional system,
one obtains a simple momentum equation:
b(t)
s(t)
ρ
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Integrating over the height:
b(t)
s(t)
ρ
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Integrating over the height:
Stress boundary conditions:
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.A: Forcing amplitudeω: Forcing frequency
b(t)
s(t)
ρ
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Using stress boundary conditions:
b(t)
s(t)
ρ
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.A: Forcing amplitudeω: Forcing frequency
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Using stress boundary conditions:
b(t)
i(t)
s(t)
ρs
ρg
We divide the system into two constant density regions:
To eliminate the z dependency, we depth average:
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.A: Forcing amplitudeω: Forcing frequency
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.
Then, depth averaging:
b(t)
i(t)
s(t)
ρs
ρg
Assuming , and noticing that we get:
Disregarding non-lineal terms:
hs
hg
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
ρ: Densityu: Velocity vectorσ: Stress tensorg: Gravity accel.
Forced harmonic oscillator:
b(t)
i(t)
s(t)
ρs
ρg
Solution given by:
With A and B given by initial conditions, and:
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
30% disagreement for ω = 10, 50% for ω = 5.
ω = 7
F = 12, ω = 10, A = 1.0
* Color corresponds to kinetic energy
STATES “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
CONVECTIVE STATE
LFOs: MODEL “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Time (t/T)
Ho
rizonta
l Directio
nH
orizo
ntal D
irection
Density
Vertical center of mass
LFOs IN TRANSITION “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
Fields time correlation:
Center of mass increases → Density fluctuations → Temperature increases
+ Vertically driven granular matter in density inverted states present
low-frequency oscillations (LFOs).
+ LFOs are inherent to driven continuum systems in density inverted states.
+ LFOs may play a determinant role in the Leidenfrost to convection transition.
CONCLUSIONS “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente
+ Expand the model:
- Scaling should give limit of one-dimensional approximation.
- Include non-lineal terms.
- Consider a coupled oscillators system.
+ Study further the role of LFOs in wider systems.
+ Is it possible to observe LFOs in fluids?
+ Experiments!
FUTURE “Low-frequency oscillations in vertically vibrated granular beds”N. Rivas, MSM, University of Twente