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/- 1. Introduction to Material Models
- 2. Material Model Support for Elements
- 3. Linear Material Properties
- 4. Nonlinear Material Properties
- 4.1. Understanding Material Data Tables
- 4.2. Experimental Data
- 4.3. Porous Elasticity
- 4.4. Rate-Independent Plasticity
- 4.5. Rate-Dependent Plasticity (Viscoplasticity)
- 4.6. Hyperelasticity
- 4.6.1. Arruda-Boyce Hyperelasticity (TB,HYPER,,,,BOYCE)
- 4.6.2. Blatz-Ko Foam Hyperelasticity (TB,HYPER,,,,BLATZ)
- 4.6.3. Extended Tube Hyperelasticity (TB,HYPER,,,,ETUBE)
- 4.6.4. Gent Hyperelasticity (TB,HYPER,,,,GENT)
- 4.6.5. Hencky Hyperelasticity (TB,HYPER,,,,HENCKY)
- 4.6.6. Mooney-Rivlin Hyperelasticity (TB,HYPER,,,,MOONEY)
- 4.6.7. Neo-Hookean Hyperelasticity (TB,HYPER,,,,NEO)
- 4.6.8. Ogden Hyperelasticity (TB,HYPER,,,,OGDEN)
- 4.6.9. Ogden Hyperfoam (Compressible Foam Hyperelasticity) (TB,HYPER,,,,FOAM)
- 4.6.10. Polynomial Form Hyperelasticity (TB,HYPER,,,,POLY)
- 4.6.11. Response Function Hyperelasticity (TB,HYPER,,,,RESPONSE)
- 4.6.12. Yeoh Hyperelasticity (TB,HYPER,,,,YEOH)
- 4.6.13. Special Hyperelasticity
- 4.6.14. Thermal Deformation in Finite-Strain Material Models
- 4.7. Finite-Strain Plasticity
- 4.8. Viscoelasticity
- 4.9. Crystal Plasticity
- 4.10. Microplane
- 4.11. Geomechanics
- 4.12. Porous Media
- 4.12.1. Fluid Flow and Permeability
- 4.12.2. Porous Media Mechanics
- 4.12.3. Porous Media Material Properties
- 4.12.4. Heat-Transfer Properties
- 4.12.5. Thermal-Expansion Material Properties
- 4.12.6. Transient vs. Static Analysis
- 4.12.7. Partially Saturated Porous Media Flow and Coupled-Pore-Pressure-Thermal (CPT) Damping
- 4.13. Gasket
- 4.14. Swelling
- 4.15. Shape Memory Alloy (SMA)
- 4.16. Multilinear Elasticity
- 4.17. Ramberg-Osgood Model
- 4.18. MPC184 Joint
- 4.19. Contact Friction
- 4.20. Contact Interaction
- 4.21. Cohesive Material Law
- 4.21.1. Exponential Cohesive Zone Material for Interface Elements and Contact Elements
- 4.21.2. Bilinear Cohesive Zone Material for Interface Elements and Contact Elements
- 4.21.3. Exponential Cohesive Zone Material for Preventing Surface Penetration
- 4.21.4. Rigid Exponential Cohesive Zone Material for Interface Elements
- 4.21.5. Friction in Cohesive Zone Material for Interface Elements
- 4.21.6. Linear Cohesive Zone Material for Preventing Surface Penetration
- 4.21.7. Viscous Regularization of Cohesive Zone Material for Interface Elements and Contact Elements
- 4.21.8. Cohesive Zone Material for Contact Elements
- 4.21.9. Post-Debonding Behavior at the Contact Interface
- 4.22. Contact Surface Wear
- 4.23. Customizing Material Behavior
- 4.24. Material Strength Limits
- 4.25. Material Damage
- 4.26. Material Damping
- 5. Multiphysics Material Properties
- 6. Using AML Python Module
- 7. Material Curve-Fitting
- 7.1. Step 1. Prepare the Experimental Data
- 7.2. Step 2. Input the Experimental Data
- 7.3. Step 3. Select a Material Model
- 7.4. Step 4. Initialize the Coefficients
- 7.5. Step 5. Specify Solution-Control Parameters and Solve
- 7.6. Step 6. Plot Your Experimental Data and Analyze
- 7.7. Step 7. Write the Curve-Fitting Data to the Database
- 7.8. Example Curve-Fitting Problems
- 8. Combining Material Models
- 8.1. Valid Material Model Combinations
- 8.2. Material Model Combination Examples
- 8.2.1. RATE and CHABOCHE and PLASTIC (BISO) Example
- 8.2.2. RATE and CHABOCHE and PLASTIC (MISO) and PLASTIC (KSR) Example
- 8.2.3. RATE and CHABOCHE and PLASTIC (MISO) Example
- 8.2.4. RATE and CHABOCHE and NLISO Example
- 8.2.5. PLASTIC (BISO) and CHABOCHE Example
- 8.2.6. PLASTIC (MISO) and CHABOCHE Example
- 8.2.7. NLISO and CHABOCHE Example
- 8.2.8. PLASTIC (MISO) and EDP Example
- 8.2.9. GURSON and PLASTIC (BISO) Example
- 8.2.10. GURSON and PLASTIC (MISO) Example
- 8.2.11. NLISO and GURSON Example
- 8.2.12. GURSON and CHABOCHE Example
- 8.2.13. GURSON and CHABOCHE and PLASTIC (BISO) Example
- 8.2.14. RATE and PLASTIC (BISO) Example
- 8.2.15. RATE and PLASTIC (MISO) Example
- 8.2.16. RATE and NLISO Example
- 8.2.17. PLASTIC (BISO) and CREEP Example
- 8.2.18. PLASTIC (MISO) and CREEP Example
- 8.2.19. PLASTIC (KINH) and CREEP Example
- 8.2.20. NLISO and CREEP Example
- 8.2.21. PLASTIC (BKIN) and CREEP Example
- 8.2.22. CHABOCHE and PLASTIC (KSR2) and CREEP Example
- 8.2.23. HILL and PLASTIC (BISO) Example
- 8.2.24. HILL and PLASTIC (MISO) Example
- 8.2.25. HILL and NLISO Example
- 8.2.26. HILL and PLASTIC (BKIN) Example
- 8.2.27. HILL and CHABOCHE Example
- 8.2.28. HILL and PLASTIC (BISO) and CHABOCHE Example
- 8.2.29. HILL and PLASTIC (MISO) and CHABOCHE Example
- 8.2.30. HILL and NLISO and CHABOCHE Example
- 8.2.31. HILL and RATE and PLASTIC (BISO) Example
- 8.2.32. HILL and RATE and NLISO Example
- 8.2.33. HILL and CREEP Example
- 8.2.34. ANISO and CREEP Example
- 8.2.35. HILL and CREEP and PLASTIC (BISO) Example
- 8.2.36. HILL and CREEP and PLASTIC (MISO) Example
- 8.2.37. HILL and CREEP and NLISO Example
- 8.2.38. HILL and CREEP and PLASTIC (BKIN) Example
- 8.2.39. HYPER and PRONY Example
- 8.2.40. AHYPER and PRONY Example
- 8.2.41. HYPER and PRONY and CDM Example
- 8.2.42. HYPER and CDM Example
- 8.2.43. HYPER with Embedded Fibers Example
- 8.2.44. HYPER and CDM with Embedded Fibers Example
- 8.2.45. HYPER, CDM, and PRONY with Embedded Fibers Example
- 8.2.46. EDP and CREEP and PLASTIC (MISO) Example
- 8.2.47. CAP and CREEP and PLASTIC (MISO) Example
- 8.2.48. CHABOCHE and CREEP Example
- 8.2.49. CHABOCHE and CREEP and NLISO Example
- 8.2.50. CHABOCHE and CREEP and HILL Example
- 8.2.51. CHABOCHE and CREEP and HILL
- 8.2.52. CREEP and RATE and CHABOCHE and PLASTIC (MISO)
- 8.2.53. CREEP and RATE and CHABOCHE and PLASTIC (MISO) and PLASTIC (KSR2) Example
- 8.2.54. CAST and CHABOCHE Example
- 8.2.55. EDP and PELAS and PLASTIC (MISO) Example
- 8.2.56. HYPER and PLASTIC (BISO) Example
- 8.2.57. PLASTIC (KINH) and CDM (GDMG) Example
- 8.2.58. CREEP and CDM (GDMG) Example
- 8.2.59. PLASTIC (MISO) and CREEP and CDM (GDMG) Example
- 8.2.60. CHABOCHE and RATE (EVH) and CDM (GDMG) Example
- 8.2.61. EDP and CDM (GDMG) Example
- 8.2.62. CAST and CDM (GDMG) Example
- 8.2.63. PLASTIC (BISO) and CDM (DUCTILE and EXPDMG) Example
- 9. Understanding Field Variables
- 10. GUI-Inaccessible Material Properties