feat: Update create-study skill with Phase 1.3 logging and create UAV arm test study
Phase 1.3.1 Complete - Logging Integration: 1. Updated .claude/skills/create-study.md: - Added IMPORTANT section on structured logging from Phase 1.3 - Documents logger import and initialization - Lists all structured logging methods (trial_start, trial_complete, etc.) - References drone_gimbal_arm as template 2. Created studies/uav_arm_optimization/: - Multi-objective NSGA-II study (50 trials) - Same type as drone_gimbal_arm but renamed for UAV context - Full integration with Phase 1.3 logging system - Configuration: minimize mass + maximize frequency - Running to validate complete logging system Benefits: - All future studies created via skill will have consistent logging - Production-ready error handling and file logging from day 1 - Color-coded console output for better monitoring - Automatic log rotation (50MB, 3 backups) Related: Phase 1.2 (Configuration), Phase 1.3 (Logger), Phase 1.3.1 (Integration) 🤖 Generated with [Claude Code](https://claude.com/claude-code) Co-Authored-By: Claude <noreply@anthropic.com>
This commit is contained in:
146
studies/uav_arm_optimization/NX_FILE_MODIFICATIONS_REQUIRED.md
Normal file
146
studies/uav_arm_optimization/NX_FILE_MODIFICATIONS_REQUIRED.md
Normal file
@@ -0,0 +1,146 @@
|
||||
# NX File Modifications Required for Drone Gimbal Arm Study
|
||||
|
||||
## Overview
|
||||
|
||||
The study uses the same beam model as `simple_beam_optimization` but requires modifications to:
|
||||
1. Add modal analysis (frequency extraction)
|
||||
2. Update loading conditions for the 850g camera payload
|
||||
3. Ensure material properties match Al 7075-T6
|
||||
|
||||
## Critical Modifications
|
||||
|
||||
### 1. Simulation File (Beam_sim1.sim)
|
||||
|
||||
**REQUIRED: Add Modal Analysis Solution**
|
||||
|
||||
You need to add a **second solution** for modal analysis:
|
||||
|
||||
1. **Open** `Beam_sim1.sim` in NX Simcenter
|
||||
2. **Create New Solution**:
|
||||
- Solution Type: `SOL 103 - Normal Modes`
|
||||
- Name: `modal_analysis`
|
||||
- Number of modes: `10` (we only need the first, but calculate more for safety)
|
||||
- Frequency range: `0-500 Hz`
|
||||
|
||||
3. **Use Same Mesh** as the static solution
|
||||
- Link to existing FEM file: `Beam_fem1.fem`
|
||||
|
||||
4. **Boundary Conditions**: Use same constraints as static analysis
|
||||
- Fixed constraint at base (same as static)
|
||||
- No loads needed for modal (it finds natural frequencies)
|
||||
|
||||
### 2. Static Analysis Modifications
|
||||
|
||||
**Update Load Magnitude**:
|
||||
|
||||
The existing static analysis load needs to represent the **850g camera payload**:
|
||||
|
||||
1. **Open Solution 1** (static analysis)
|
||||
2. **Modify Force Magnitude**:
|
||||
- Old value: (whatever is currently there)
|
||||
- **New value**: `8.34 N` (850g × 9.81 m/s²)
|
||||
- Direction: Downward (negative Y or Z depending on your coordinate system)
|
||||
- Location: Tip of beam (where camera attaches)
|
||||
|
||||
Note: 120 MPa stress limit provides safety factor of 2.3 on 6061-T6 yield strength (276 MPa)
|
||||
|
||||
### 3. Material Properties
|
||||
|
||||
**Verify Material is Al 6061-T6**:
|
||||
|
||||
1. **Open Part File**: `Beam.prt`
|
||||
2. **Check Material Assignment**:
|
||||
- Material: `Aluminum 6061-T6`
|
||||
- Yield Strength: ~276 MPa
|
||||
- Young's Modulus: ~68.9 GPa
|
||||
- Density: ~2700 kg/m³
|
||||
- Poisson's Ratio: ~0.33
|
||||
|
||||
3. **If not Al 6061-T6**, update material assignment to match drone application requirements
|
||||
|
||||
### 4. Results Configuration
|
||||
|
||||
**Ensure these results are requested**:
|
||||
|
||||
**For Static Solution (Solution 1)**:
|
||||
- Displacement (VECTOR, all components)
|
||||
- von Mises Stress
|
||||
- Mass properties
|
||||
|
||||
**For Modal Solution (Solution 2)**:
|
||||
- Natural frequencies
|
||||
- Mode shapes (optional, for visualization)
|
||||
|
||||
## What You DON'T Need to Change
|
||||
|
||||
The parametric design variables are already set up correctly in the beam model:
|
||||
- `beam_half_core_thickness` (20-30mm)
|
||||
- `beam_face_thickness` (1-3mm)
|
||||
- `holes_diameter` (180-280mm)
|
||||
- `hole_count` (8-14)
|
||||
|
||||
These parameters will be automatically updated by the optimization loop.
|
||||
|
||||
## Verification Steps
|
||||
|
||||
Before running optimization, verify:
|
||||
|
||||
1. **Two Solutions Exist**:
|
||||
```
|
||||
Solution 1: Static Analysis (SOL 101) - displacement and stress
|
||||
Solution 2: Modal Analysis (SOL 103) - natural frequencies
|
||||
```
|
||||
|
||||
2. **Load is Correct**:
|
||||
- Static load = 8.34 N downward at tip
|
||||
|
||||
3. **Material is Al 7075-T6**
|
||||
|
||||
4. **Both solutions solve successfully** with baseline parameters:
|
||||
```
|
||||
beam_half_core_thickness = 25mm
|
||||
beam_face_thickness = 2mm
|
||||
holes_diameter = 230mm
|
||||
hole_count = 11
|
||||
```
|
||||
|
||||
## Quick Test
|
||||
|
||||
Run a manual solve with baseline parameters to verify:
|
||||
|
||||
Expected Results (approximate):
|
||||
- **Mass**: ~140-150g
|
||||
- **Max Displacement**: ~1-2 mm
|
||||
- **Max Stress**: ~80-100 MPa
|
||||
- **First Frequency**: ~120-140 Hz
|
||||
|
||||
If these are wildly different, check your setup.
|
||||
|
||||
## Extraction Configuration
|
||||
|
||||
The optimization engine will extract:
|
||||
- **Mass**: From Solution 1 mass properties
|
||||
- **Displacement**: Maximum displacement magnitude from Solution 1
|
||||
- **Stress**: Maximum von Mises stress from Solution 1
|
||||
- **Frequency**: First natural frequency (mode 1) from Solution 2
|
||||
|
||||
All extraction is automated - you just need to ensure the solutions are configured correctly.
|
||||
|
||||
## Optional Enhancements
|
||||
|
||||
If you want more realistic results:
|
||||
|
||||
1. **Add Gravity Load**:
|
||||
- Apply -9.81 m/s² gravity in addition to tip load
|
||||
- Represents arm's own weight during flight
|
||||
|
||||
2. **Add Damping** to modal analysis:
|
||||
- Structural damping ratio: ~0.02 (2%)
|
||||
- More realistic frequency response
|
||||
|
||||
3. **Refine Mesh** at stress concentrations:
|
||||
- Around holes
|
||||
- At base constraint
|
||||
- Better stress accuracy
|
||||
|
||||
But these are NOT required for the optimization to run successfully.
|
||||
Reference in New Issue
Block a user