Antoine
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Project intake and technical breakdown for beam structural optimization. 4 design variables, SOL 101, single-objective (minimize mass).
1.3 KiB
1.3 KiB
CONTEXT.md — Hydrotech Beam Structural Optimization
Client
Hydrotech (internal test fixture)
Objective
Minimize beam mass while reducing tip displacement and keeping stress within limits. Multi-objective: lighter, stiffer, safe.
Key Parameters
| Parameter | Current | Range | Units | Notes |
|---|---|---|---|---|
| beam_half_core_thickness | 20 | 10–40 | mm | Core half-thickness |
| beam_face_thickness | 20 | 10–40 | mm | Face sheet thickness |
| holes_diameter | 300 | 150–450 | mm | Lightening hole diameter |
| hole_count | 10 | 5–15 | integer | Number of lightening holes |
Constraints
- Max tip displacement: < 10 mm
- Max von Mises stress: < ~130 MPa (steel, conservative)
- Mass tracked via NX expression
p173
Objectives
- Minimize mass (currently ~974 kg — way too heavy)
- Minimize tip displacement (currently ~22 mm, target < 10 mm)
- Keep stress reasonable (steel, margin exists)
Baseline Performance
- Mass: ~974 kg
- Tip displacement: ~22 mm
- Material: Steel (AISI)
Model
- NX Part:
Beam.prt - FEM:
Beam_fem1.fem - Idealized part:
Beam_fem1_i.prt - Simulation:
Beam_sim1.sim - Solver: NX Nastran (static structural)
- Analysis: Static structural
Decisions
- 2026-02-08: Project received from Antoine
Status
Phase: Intake Channel: #project-hydrotech-beam