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/- 1. 2D-to-3D Analysis
- 1.1. Benefits of 2D-to-3D Analysis
- 1.2. 2D-to-3D Analysis Requirements and Limitations
- 1.3. Understanding the 2D-to-3D Analysis Process
- 1.4. Performing a 2D-to-3D Analysis
- 1.4.1. Step 1: Determine the Substep to Initiate
- 1.4.2. Step 2: Initiate the 2D-to-3D Analysis
- 1.4.3. Step 3: Extrude the 2D Mesh to a New 3D Mesh
- 1.4.4. Step 4: Map Boundary Conditions and Loads to the New 3D Mesh
- 1.4.5. Step 5: Map Solution Results to the New 3D Mesh and Rebalance
- 1.4.6. Step 6: Continue Your Analysis on the 3D Model
- 1.5. Example: 2D-to-3D Analysis of a Simple Threaded Connection
- 1.6. 2D-to-3D Analysis Restrictions
- 2. Semi-Implicit Method
- 3. Automatic Transition Between Static and Transient Solutions
- 4. Initial State
- 4.1. Specifying and Editing Initial-State Values
- 4.2. Standard Initial-State Application
- 4.2.1. Applying Initial Stress
- 4.2.2. Converting Initial Stress to Initial Strain
- 4.2.3. Applying Initial Strain
- 4.2.4. Applying Initial Plastic Strain
- 4.2.5. Applying Initial Creep Strain
- 4.2.6. Applying Initial State with State Variables
- 4.2.7. Applying Node-Based Initial Strain
- 4.2.8. Applying Initial Pore Pressure and Void Ratio
- 4.2.9. Applying Initial Degree of Saturation and Relative Permeability
- 4.2.10. Applying Function-Based Initial State
- 4.2.11. Applying Initial Backstress
- 4.2.12. Applying Initial Deformation Gradient
- 4.3. Mesh-Independent Initial-State Application
- 4.4. Using an Initial-State (.ist) Data File
- 4.5. Using Coordinate Systems with Initial State
- 4.6. Initial-State Limitations
- 4.7. Example Problems Using Initial State
- 4.7.1. Example: Initial Stress (Using .ist File)
- 4.7.2. Example: Convert Initial Stress to Initial Strain (INISTATE Command)
- 4.7.3. Example: Initial Stress (INISTATE Command)
- 4.7.4. Example: Initial Strain
- 4.7.5. Example: Initial Plastic Strain
- 4.7.6. Example: Initial Creep Strain
- 4.7.7. Example: Initial Plastic Strain with State Variables
- 4.7.8. Example: Node-Based Initial Strain
- 4.7.9. Example: Initial Pore Pressure and Void Ratio
- 4.7.10. Example: Initial Degree of Saturation and Relative Permeability
- 4.7.11. Example: Function-Based Initial State
- 4.7.12. Example: Mesh-Independent Initial State
- 4.7.13. Example: Initial Backstress
- 4.7.14. Example: Initial-Deformation Gradient
- 4.8. Writing Initial-State Values
- 5. Rotating Structure Analysis
- 6. Cyclic-Loading Analysis and Cycle-Jump Method
- 7. Submodeling
- 8. Element Birth and Death
- 9. User-Programmable Features and Nonstandard Uses
- 10. State-Space Matrices Export
- 11. Soil-Pile-Structure Analysis
- 12. Coupling to External Aeroelastic Analysis of Wind Turbines
- 13. Applying Ocean Loading from a Hydrodynamic Analysis