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Design and Characterization of Cellular Solids from Modeling through Solid Freeform Fabrication Matthew Wettergreen a , Brandon Bucklen a , Michael Liebschner a , Wei Sun b   a Rice University,  b Drexel University Solid Freeform Fabrication Symposium August 15, 2006
Introduction Cellular Solids Computer Modeling Solid Freeform Fabrication Correlative Relationships Conclusions Outline
Introduction From mechanical standpoint, density is primary controlling factor of strength of objects Minor topological differences result in gross property variations Osteoporosis, 80 vs. 90 percent porosity Apparent density cannot describe anisotropy or directionally dependent materials No previous systematic exploration on variations in mech. properties with respect to density
Architectures of minimum weight maximum strength Exhibit power law relationship between modulus and volume fraction demonstrated by Gibson and others Models relating structure to strength have been derived for 2D case (honeycombs, etc.) 3D model must be as simple and regular as 2D Regular polyhedra Platonic and Archimedean solids Simplest geometric architectures which exhibit symmetry Structural relationships can be drawn between architecture and mechanical properties independent of material Cellular Solids
CAD Morphological Characterization FEA Curve Fitting Rapid Prototyping Mechanical Testing Statistical Analysis Methodology
Computer Aided Design of Polyhedra Four architectures generated: Hexahedron (H), Truncated Hexahedron (TH), Rhombitruncated Cuboctahedron, Truncated Octahedron (TO) All architectures created in same bounding box Porosities sized to 50-90% volumetric porosity
Morphological Characterization Strut length and strut diameter are linearly related to volume fraction for any single architecture Slope of H is -1.0 compared to similar slopes (ranged between -0.26 and -0.38) for remaining three  Range of the truncated octahedron is 25% greater than the remaining shapes.  Simple architectures (hexahedron, truncated hexahedron) exhibited decrease in surface area with increasing porosity Complex shapes exhibited a maxima for surface area at or around 70% porosity
Meshed with ABAQUS/CAE with greater than 20,000 elements determined from convergence study Material properties: Isotropic, E=2GPa, v=.3 Single step, linear, elastic finite element analysis with ABAQUS Standard, unconfined uniaxial compression with 1% prescribed displacement  Apparent (structural) Modulus calculated for each polyhedra Finite Element Analysis
Finite Element Results Architectures of same material volume exhibit significantly different mechanical properties Modulus of the hexahedron is between 19 – 88% > any architecture over the entire porosity range.  TH and RC have similar moduli, second and third strongest shapes at 50% porosity and weakest architectures at porosities >50%
Stress Distribution In Polyhedra With  Respect To Volume Fraction Elemental stress distribution demonstrates a stress dependence related to architecture  and  porosity The ratio of tensile/compressive stress over the dynamic range is always the same ~ 16.5% Stress values shift towards higher compressive values with increasing porosity
Stress Distribution In Polyhedra With  Respect To Volume Fraction, 80% porosity Compressive Mode values are higher than Tensile Mode values for all polyhedra Compressive modes may not be related to modulus values Peak stresses can be identified as specific architectural features
Curve Fitting Stated power law relationship between volume fraction and modulus C is constant dependent upon structure n illustrates mechanism of deformation (1<n<4) n=1, cell wall stretching n=2, deformation through edge bending n=3, cell wall bending
Curve Fitting
Curve Fitting Hexahedron exhibits cell wall stretching All other architectures exhibit deformation through edge bending RC and TO deform in the exact same way
Four architectures printed at 80 and 90% porosity DTM Sinterstation 2500plus used to fabricate architectures 2cm bounding box for all architectures Rapid Prototyping
Mechanical Testing Uniaxial compression with MTS Machine, 1mm/min to fracture Bulk sample evaluated for bulk Modulus Complicated architectures exhibit densification region
Modulus Results TO shows higher modulus than H at 80% porosity FEA better predictor at low modulus values
Correlations Strength roughly linear to Stiffness Regression analysis indicates a linear relationship between strength and one or more of surveyed architectural parameters Surface area exhibits little or no correlation to strength
We detail a characterization of architectures which contain the same material volume but differing architectural arrangements Complex material arrangements can result in a maxima of surface area for a specific porosity, centered around 65%  The hexahedron is the strongest shape throughout all porosities via FEA results  Specific architectures are favored at specific porosities  Even at the same material volume, minor topological differences result in gross mechanical property variations. Cursory regression analysis indicates factors relating to architecture have greater correlations to strength than surface area This study represents the first step in an analysis of architecture for the goal of creating a logic set of rules which can explain the structural properties of an architecture based solely upon its material arrangement We plan to exploit this system for the decomposition of bone and the simplification of its structure for the ease of calculation of its structural properties. Conclusions
Acknowledgements CEBL Lab Members Brandon Bucklen Jeremy Lemoine CATE Lab Members   Lauren Shor Bobby Chang  Binil Starly Eda Yildirim Connie Gomez Kalyani Nair  Advisor Dr. Wei Sun Dr. Michael Liebschner  Chris Peters – Aid with statistics

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Design and Characterization of Cellular Solids from Modeling through Solid Freeform Fabrication, 8/2006

  • 1. Design and Characterization of Cellular Solids from Modeling through Solid Freeform Fabrication Matthew Wettergreen a , Brandon Bucklen a , Michael Liebschner a , Wei Sun b a Rice University, b Drexel University Solid Freeform Fabrication Symposium August 15, 2006
  • 2. Introduction Cellular Solids Computer Modeling Solid Freeform Fabrication Correlative Relationships Conclusions Outline
  • 3. Introduction From mechanical standpoint, density is primary controlling factor of strength of objects Minor topological differences result in gross property variations Osteoporosis, 80 vs. 90 percent porosity Apparent density cannot describe anisotropy or directionally dependent materials No previous systematic exploration on variations in mech. properties with respect to density
  • 4. Architectures of minimum weight maximum strength Exhibit power law relationship between modulus and volume fraction demonstrated by Gibson and others Models relating structure to strength have been derived for 2D case (honeycombs, etc.) 3D model must be as simple and regular as 2D Regular polyhedra Platonic and Archimedean solids Simplest geometric architectures which exhibit symmetry Structural relationships can be drawn between architecture and mechanical properties independent of material Cellular Solids
  • 5. CAD Morphological Characterization FEA Curve Fitting Rapid Prototyping Mechanical Testing Statistical Analysis Methodology
  • 6. Computer Aided Design of Polyhedra Four architectures generated: Hexahedron (H), Truncated Hexahedron (TH), Rhombitruncated Cuboctahedron, Truncated Octahedron (TO) All architectures created in same bounding box Porosities sized to 50-90% volumetric porosity
  • 7. Morphological Characterization Strut length and strut diameter are linearly related to volume fraction for any single architecture Slope of H is -1.0 compared to similar slopes (ranged between -0.26 and -0.38) for remaining three Range of the truncated octahedron is 25% greater than the remaining shapes. Simple architectures (hexahedron, truncated hexahedron) exhibited decrease in surface area with increasing porosity Complex shapes exhibited a maxima for surface area at or around 70% porosity
  • 8. Meshed with ABAQUS/CAE with greater than 20,000 elements determined from convergence study Material properties: Isotropic, E=2GPa, v=.3 Single step, linear, elastic finite element analysis with ABAQUS Standard, unconfined uniaxial compression with 1% prescribed displacement Apparent (structural) Modulus calculated for each polyhedra Finite Element Analysis
  • 9. Finite Element Results Architectures of same material volume exhibit significantly different mechanical properties Modulus of the hexahedron is between 19 – 88% > any architecture over the entire porosity range. TH and RC have similar moduli, second and third strongest shapes at 50% porosity and weakest architectures at porosities >50%
  • 10. Stress Distribution In Polyhedra With Respect To Volume Fraction Elemental stress distribution demonstrates a stress dependence related to architecture and porosity The ratio of tensile/compressive stress over the dynamic range is always the same ~ 16.5% Stress values shift towards higher compressive values with increasing porosity
  • 11. Stress Distribution In Polyhedra With Respect To Volume Fraction, 80% porosity Compressive Mode values are higher than Tensile Mode values for all polyhedra Compressive modes may not be related to modulus values Peak stresses can be identified as specific architectural features
  • 12. Curve Fitting Stated power law relationship between volume fraction and modulus C is constant dependent upon structure n illustrates mechanism of deformation (1<n<4) n=1, cell wall stretching n=2, deformation through edge bending n=3, cell wall bending
  • 14. Curve Fitting Hexahedron exhibits cell wall stretching All other architectures exhibit deformation through edge bending RC and TO deform in the exact same way
  • 15. Four architectures printed at 80 and 90% porosity DTM Sinterstation 2500plus used to fabricate architectures 2cm bounding box for all architectures Rapid Prototyping
  • 16. Mechanical Testing Uniaxial compression with MTS Machine, 1mm/min to fracture Bulk sample evaluated for bulk Modulus Complicated architectures exhibit densification region
  • 17. Modulus Results TO shows higher modulus than H at 80% porosity FEA better predictor at low modulus values
  • 18. Correlations Strength roughly linear to Stiffness Regression analysis indicates a linear relationship between strength and one or more of surveyed architectural parameters Surface area exhibits little or no correlation to strength
  • 19. We detail a characterization of architectures which contain the same material volume but differing architectural arrangements Complex material arrangements can result in a maxima of surface area for a specific porosity, centered around 65% The hexahedron is the strongest shape throughout all porosities via FEA results Specific architectures are favored at specific porosities Even at the same material volume, minor topological differences result in gross mechanical property variations. Cursory regression analysis indicates factors relating to architecture have greater correlations to strength than surface area This study represents the first step in an analysis of architecture for the goal of creating a logic set of rules which can explain the structural properties of an architecture based solely upon its material arrangement We plan to exploit this system for the decomposition of bone and the simplification of its structure for the ease of calculation of its structural properties. Conclusions
  • 20. Acknowledgements CEBL Lab Members Brandon Bucklen Jeremy Lemoine CATE Lab Members Lauren Shor Bobby Chang Binil Starly Eda Yildirim Connie Gomez Kalyani Nair Advisor Dr. Wei Sun Dr. Michael Liebschner Chris Peters – Aid with statistics