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Microstructure-Property 
Relationship in Randomly 
Packed Mono-sized Structures 
ME-8883 
TEAM MEMBER: Mahdi Roozbahani, Jie(Jessie) Cao 
Nov 12, 2014
STRUCTURE DATASETS 
Dataset 1 --- Randomly Packed Mono-sized Structures 
Samples --- 200 Non-overlapping Random Volumes of 60×60×60 Voxels
TWO POINT STATISTICS 
Visualization 2-point Statistics in 2D 
2-point statistics of void phase – central slice 
(N0. 200 Volume)
TWO POINT STATISTICS 
2-point statistics of particle phase – central slice 
(N0. 200 Volume) 
Visualization 2-point Statistics in 2D
TWO POINT STATISTICS 
Visualization 2-point Statistics 
Void Phase 
(N0. 200 Volume)
TWO POINT STATISTICS 
Visualization 2-point Statistics 
Solid Phase 
(N0. 200 Volume)
PCA ANALYSIS 
Evaluate Eigenvalue Results 
Cumulative Eigenvalue Explanation 
95%
PCA ANALYSIS 
Two Point Statistics in PCA Space 
First 2 components 
First 3 components
STRUCTURE PROPERTY DATA 
Permeability --- Transport Property 
Permeability Datasets --- Computed using FVM in MATLAB (Ahmet) 
Pressure Gradient for Simulation
STRUCTURE PROPERTY DATA 
Permeability k --- Transport Property 
Hydraulic Conductivity K --- K = kρg/μ, assume fluid is water 
(m/s)
MICROSTRUCTURE - PROPERTY CORRELATION 
Microstructure --- Randomly Packed Mono-sized Structure (loose) 
Property --- Hydraulic Conductivity K, assume fluid is water 
Hydraulic Conductivity (m/s) 
PC1 
Linear model: f(x,y) = p00 + p10*PC1 + p01*PC2 
Coefficients (with 95% confidence bounds): 
p00 = 0.2595 (0.2583, 0.2606) 
p10 = 0.002132 (0.001976, 0.002287) 
p01 = 0.0002297 (-0.0002588, 0.0007181) 
Goodness of fit 
SSE: 0.01297 
R-square: 0.788 
Adjusted R-square: 0.7858 
RMSE: 0.008114
STRUCTURE DATASETS 
Dataset 2 --- Ottawa 20-30 Sand 
Sand Particles 
Pore space 
430 slices Reconstructed Microstructure
STRUCTURE PROPERTY DATA
STRUCTURE PROPERTY DATA 
Dataset 3 --- Randomly Packed Binary Sized Structure
PCA ANALYSIS
REFERENCES 
• Roozbahani, M. M., Graham‐Brady, L., & Frost, J. D. (2014). Mechanical trapping 
of fine particles in a medium of mono‐sized randomly packed spheres. 
International Journal for Numerical and Analytical Methods in Geomechanics. 
• Çeçen, A., Fast, T., Kumbur, E. C., & Kalidindi, S. R. (2014). A data-driven 
approach to establishing microstructure–property relationships in porous 
transport layers of polymer electrolyte fuel cells. Journal of Power Sources, 
245, 144-153. 
• Mönkeberg, F., & Hiptmair, R. (2012). Finite volume methods for fluid flow in 
porous media. 
• Aarnes, J. E., Gimse, T., & Lie, K. A. (2007). An introduction to the numerics of 
flow in porous media using Matlab. In Geometric Modelling, Numerical 
Simulation, and Optimization (pp. 265-306). Springer Berlin Heidelberg. 
• Santamarina, J. C., Klein, A., & Fam, M. A. (2001). Soils and Waves: Particulate 
Materials Behavior, Characterization and Process Monitoring. 
• Spatial Statistics Code From Tony. 
• FVM Code From Ahmet.

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Progess iv nov 5

  • 1. Microstructure-Property Relationship in Randomly Packed Mono-sized Structures ME-8883 TEAM MEMBER: Mahdi Roozbahani, Jie(Jessie) Cao Nov 12, 2014
  • 2. STRUCTURE DATASETS Dataset 1 --- Randomly Packed Mono-sized Structures Samples --- 200 Non-overlapping Random Volumes of 60×60×60 Voxels
  • 3. TWO POINT STATISTICS Visualization 2-point Statistics in 2D 2-point statistics of void phase – central slice (N0. 200 Volume)
  • 4. TWO POINT STATISTICS 2-point statistics of particle phase – central slice (N0. 200 Volume) Visualization 2-point Statistics in 2D
  • 5. TWO POINT STATISTICS Visualization 2-point Statistics Void Phase (N0. 200 Volume)
  • 6. TWO POINT STATISTICS Visualization 2-point Statistics Solid Phase (N0. 200 Volume)
  • 7. PCA ANALYSIS Evaluate Eigenvalue Results Cumulative Eigenvalue Explanation 95%
  • 8. PCA ANALYSIS Two Point Statistics in PCA Space First 2 components First 3 components
  • 9. STRUCTURE PROPERTY DATA Permeability --- Transport Property Permeability Datasets --- Computed using FVM in MATLAB (Ahmet) Pressure Gradient for Simulation
  • 10. STRUCTURE PROPERTY DATA Permeability k --- Transport Property Hydraulic Conductivity K --- K = kρg/μ, assume fluid is water (m/s)
  • 11. MICROSTRUCTURE - PROPERTY CORRELATION Microstructure --- Randomly Packed Mono-sized Structure (loose) Property --- Hydraulic Conductivity K, assume fluid is water Hydraulic Conductivity (m/s) PC1 Linear model: f(x,y) = p00 + p10*PC1 + p01*PC2 Coefficients (with 95% confidence bounds): p00 = 0.2595 (0.2583, 0.2606) p10 = 0.002132 (0.001976, 0.002287) p01 = 0.0002297 (-0.0002588, 0.0007181) Goodness of fit SSE: 0.01297 R-square: 0.788 Adjusted R-square: 0.7858 RMSE: 0.008114
  • 12. STRUCTURE DATASETS Dataset 2 --- Ottawa 20-30 Sand Sand Particles Pore space 430 slices Reconstructed Microstructure
  • 14. STRUCTURE PROPERTY DATA Dataset 3 --- Randomly Packed Binary Sized Structure
  • 16. REFERENCES • Roozbahani, M. M., Graham‐Brady, L., & Frost, J. D. (2014). Mechanical trapping of fine particles in a medium of mono‐sized randomly packed spheres. International Journal for Numerical and Analytical Methods in Geomechanics. • Çeçen, A., Fast, T., Kumbur, E. C., & Kalidindi, S. R. (2014). A data-driven approach to establishing microstructure–property relationships in porous transport layers of polymer electrolyte fuel cells. Journal of Power Sources, 245, 144-153. • Mönkeberg, F., & Hiptmair, R. (2012). Finite volume methods for fluid flow in porous media. • Aarnes, J. E., Gimse, T., & Lie, K. A. (2007). An introduction to the numerics of flow in porous media using Matlab. In Geometric Modelling, Numerical Simulation, and Optimization (pp. 265-306). Springer Berlin Heidelberg. • Santamarina, J. C., Klein, A., & Fam, M. A. (2001). Soils and Waves: Particulate Materials Behavior, Characterization and Process Monitoring. • Spatial Statistics Code From Tony. • FVM Code From Ahmet.