Finite Element Analysis Skill
Purpose
The Finite Element Analysis skill provides deep integration with FEA tools for structural simulation, enabling systematic setup, execution, and post-processing of finite element models across static, dynamic, and nonlinear analysis domains.
Capabilities
- ANSYS Mechanical, Abaqus, NASTRAN model setup and execution
- Mesh generation strategies and quality assessment
- Element type selection and convergence studies
- Boundary condition specification and load case management
- Linear and nonlinear static analysis configuration
- Results post-processing and margin of safety calculation
- Mesh independence and sensitivity studies
- Report generation with stress/deflection contours
Usage Guidelines
Model Setup
Geometry Preparation
CAD Import and Cleanup
- Defeature small holes and fillets (analysis dependent)
- Remove unnecessary detail
- Verify watertight geometry
- Create symmetry conditions if applicable
Geometry Partitioning
- Partition for mesh control
- Create virtual topology for hex meshing
- Identify contact surfaces
- Define load application regions
Mesh Generation
Element Selection
| Analysis Type |
Recommended Elements |
| Static stress |
Hex20, Tet10, Quad8 |
| Thin structures |
Shell (QUAD4/8, TRIA3/6) |
| Beam structures |
BEAM/BAR elements |
| Contact |
Linear elements preferred |
| Nonlinear |
Reduced integration with hourglass control |
Mesh Quality Criteria
Aspect ratio: < 5 (< 3 preferred)
Jacobian: > 0.6
Warpage: < 15 degrees
Skewness: < 0.8
Mesh Refinement
- Refine at stress concentrations
- Transition ratios < 1.5
- Multiple elements through thickness
- Convergence study requirements
Analysis Configuration
Boundary Conditions
Constraints
- Fixed (all DOF constrained)
- Pinned (translations fixed, rotations free)
- Symmetry (appropriate DOF constrained)
- Prescribed displacement
Best Practices
- Avoid over-constraint
- Use RBE2/RBE3 for load distribution
- Consider realistic support stiffness
- Document all assumptions
Load Application
Load Types
- Pressure (uniform, hydrostatic)
- Force (point, distributed)
- Moment/torque
- Thermal loads
- Inertial loads (gravity, acceleration)
Load Cases
- Define all operational load cases
- Include limit and ultimate factors
- Combine per applicable standards
- Document load derivation
Results Post-Processing
Stress Evaluation
Stress Quantities
- von Mises (ductile materials)
- Principal stresses (fatigue, brittle)
- Membrane + bending (shells)
- Interlaminar (composites)
Margin of Safety
MS = (Allowable / Applied) - 1
MS > 0 indicates positive margin
Reporting
- Maximum stress location and value
- Stress contour plots
- Deflection summary
- Reaction forces verification
Process Integration
- ME-006: Finite Element Analysis (FEA) Setup and Execution
- ME-007: Stress and Deflection Analysis
- ME-009: Nonlinear Structural Analysis
Input Schema
{
"geometry": "CAD file path or description",
"material": {
"name": "string",
"E": "number (Pa)",
"nu": "number",
"yield": "number (Pa)",
"ultimate": "number (Pa)"
},
"loads": [
{
"type": "pressure|force|moment|thermal",
"magnitude": "number",
"location": "string",
"direction": "array [x,y,z]"
}
],
"constraints": [
{
"type": "fixed|pinned|symmetry",
"location": "string",
"dof": "array"
}
],
"analysis_type": "static|modal|nonlinear",
"output_requests": ["stress", "displacement", "reactions"]
}
Output Schema
{
"analysis_results": {
"max_stress": {
"von_mises": "number (Pa)",
"location": "string",
"element_id": "number"
},
"max_displacement": {
"magnitude": "number (m)",
"location": "string",
"node_id": "number"
},
"reaction_forces": {
"total": "array [Fx, Fy, Fz, Mx, My, Mz]"
}
},
"margin_of_safety": {
"yield": "number",
"ultimate": "number",
"critical_location": "string"
},
"mesh_quality": {
"element_count": "number",
"worst_aspect_ratio": "number",
"convergence_status": "string"
}
}
Best Practices
- Always perform mesh convergence studies for critical analyses
- Verify reaction forces match applied loads
- Check for rigid body modes in modal analysis
- Use appropriate element formulations for contact
- Document all modeling assumptions and simplifications
- Compare results with hand calculations where possible
Integration Points
- Connects with CAD Modeling for geometry import
- Feeds into Fatigue Life Prediction for durability assessment
- Supports Test Correlation for model validation
- Integrates with Thermal Analysis for coupled problems
1---2name: fea-structural3description: Deep integration with finite element analysis tools for structural simulation across static, dynamic, and nonlinear domains4---56# Finite Element Analysis Skill78## Purpose910The Finite Element Analysis skill provides deep integration with FEA tools for structural simulation, enabling systematic setup, execution, and post-processing of finite element models across static, dynamic, and nonlinear analysis domains.1112## Capabilities1314- ANSYS Mechanical, Abaqus, NASTRAN model setup and execution15- Mesh generation strategies and quality assessment16- Element type selection and convergence studies17- Boundary condition specification and load case management18- Linear and nonlinear static analysis configuration19- Results post-processing and margin of safety calculation20- Mesh independence and sensitivity studies21- Report generation with stress/deflection contours2223## Usage Guidelines2425### Model Setup2627#### Geometry Preparation28291. **CAD Import and Cleanup**30 - Defeature small holes and fillets (analysis dependent)31 - Remove unnecessary detail32 - Verify watertight geometry33 - Create symmetry conditions if applicable34352. **Geometry Partitioning**36 - Partition for mesh control37 - Create virtual topology for hex meshing38 - Identify contact surfaces39 - Define load application regions4041#### Mesh Generation42431. **Element Selection**44 | Analysis Type | Recommended Elements |45 |---------------|---------------------|46 | Static stress | Hex20, Tet10, Quad8 |47 | Thin structures | Shell (QUAD4/8, TRIA3/6) |48 | Beam structures | BEAM/BAR elements |49 | Contact | Linear elements preferred |50 | Nonlinear | Reduced integration with hourglass control |51522. **Mesh Quality Criteria**53 ```54 Aspect ratio: < 5 (< 3 preferred)55 Jacobian: > 0.656 Warpage: < 15 degrees57 Skewness: < 0.858 ```59603. **Mesh Refinement**61 - Refine at stress concentrations62 - Transition ratios < 1.563 - Multiple elements through thickness64 - Convergence study requirements6566### Analysis Configuration6768#### Boundary Conditions69701. **Constraints**71 - Fixed (all DOF constrained)72 - Pinned (translations fixed, rotations free)73 - Symmetry (appropriate DOF constrained)74 - Prescribed displacement75762. **Best Practices**77 - Avoid over-constraint78 - Use RBE2/RBE3 for load distribution79 - Consider realistic support stiffness80 - Document all assumptions8182#### Load Application83841. **Load Types**85 - Pressure (uniform, hydrostatic)86 - Force (point, distributed)87 - Moment/torque88 - Thermal loads89 - Inertial loads (gravity, acceleration)90912. **Load Cases**92 - Define all operational load cases93 - Include limit and ultimate factors94 - Combine per applicable standards95 - Document load derivation9697### Results Post-Processing9899#### Stress Evaluation1001011. **Stress Quantities**102 - von Mises (ductile materials)103 - Principal stresses (fatigue, brittle)104 - Membrane + bending (shells)105 - Interlaminar (composites)1061072. **Margin of Safety**108 ```109 MS = (Allowable / Applied) - 1110 MS > 0 indicates positive margin111 ```1121133. **Reporting**114 - Maximum stress location and value115 - Stress contour plots116 - Deflection summary117 - Reaction forces verification118119## Process Integration120121- ME-006: Finite Element Analysis (FEA) Setup and Execution122- ME-007: Stress and Deflection Analysis123- ME-009: Nonlinear Structural Analysis124125## Input Schema126127```json128{129 "geometry": "CAD file path or description",130 "material": {131 "name": "string",132 "E": "number (Pa)",133 "nu": "number",134 "yield": "number (Pa)",135 "ultimate": "number (Pa)"136 },137 "loads": [138 {139 "type": "pressure|force|moment|thermal",140 "magnitude": "number",141 "location": "string",142 "direction": "array [x,y,z]"143 }144 ],145 "constraints": [146 {147 "type": "fixed|pinned|symmetry",148 "location": "string",149 "dof": "array"150 }151 ],152 "analysis_type": "static|modal|nonlinear",153 "output_requests": ["stress", "displacement", "reactions"]154}155```156157## Output Schema158159```json160{161 "analysis_results": {162 "max_stress": {163 "von_mises": "number (Pa)",164 "location": "string",165 "element_id": "number"166 },167 "max_displacement": {168 "magnitude": "number (m)",169 "location": "string",170 "node_id": "number"171 },172 "reaction_forces": {173 "total": "array [Fx, Fy, Fz, Mx, My, Mz]"174 }175 },176 "margin_of_safety": {177 "yield": "number",178 "ultimate": "number",179 "critical_location": "string"180 },181 "mesh_quality": {182 "element_count": "number",183 "worst_aspect_ratio": "number",184 "convergence_status": "string"185 }186}187```188189## Best Practices1901911. Always perform mesh convergence studies for critical analyses1922. Verify reaction forces match applied loads1933. Check for rigid body modes in modal analysis1944. Use appropriate element formulations for contact1955. Document all modeling assumptions and simplifications1966. Compare results with hand calculations where possible197198## Integration Points199200- Connects with CAD Modeling for geometry import201- Feeds into Fatigue Life Prediction for durability assessment202- Supports Test Correlation for model validation203- Integrates with Thermal Analysis for coupled problems