Files
Atomizer/projects/hydrotech-beam/CONTEXT.md
Antoine b88657b00c KB Gen 002: Process KBS sessions, update model parameters
Sources: 3 KBS capture sessions (20260210-132817, 20260210-161401, 20260210-163801)

Key changes:
- Mass corrected: 974 kg (p173) → 11.33 kg (p1) — KBS ground truth
- Beam length confirmed: 5,000 mm cantilever
- BCs confirmed: left fixed, right 10,000 kgf downward
- Material confirmed: AISI Steel 1005, density 7.3 g/cm³
- Mesh confirmed: CQUAD4 thin shell, 33.7 mm elements
- Hole geometry: span 4,000 mm (p6), offsets 500 mm fixed
- 3 gaps closed (G1, G2, G8), 6 new gaps identified (G10-G15)
- New expressions: beam_half_height, beam_half_width, beam_length, p6

Files: CONTEXT.md, kb/_index.md, kb/_history.md, kb/components/sandwich-beam.md,
       kb/materials/steel-aisi.md, kb/fea/models/sol101-static.md, kb/dev/gen-002.md
2026-02-10 21:49:39 +00:00

3.8 KiB
Raw Blame History

CONTEXT.md — Hydrotech Beam Structural Optimization

Client

Hydrotech (internal test fixture)

Objective

Minimize beam mass while meeting displacement and stress constraints. Single-objective: minimize mass, constrain displacement (≤ 10 mm) and stress (≤ 130 MPa).

Key Parameters — Confirmed (Gen 002)

Parameter NX Expression Current Range Units DV? Notes
beam_half_core_thickness beam_half_core_thickness 20 1040 mm Yes (DV1) Core half-thickness
beam_face_thickness beam_face_thickness 20 1040 mm Yes (DV2) Face sheet thickness
holes_diameter (Gap G14) 300 150450 mm Yes (DV3) Lightening hole diameter
hole_count hole_count 10 515 integer Yes (DV4) Number of lightening holes
beam_length beam_length 5,000 Fixed mm No Confirmed KBS
beam_half_height beam_half_height (Gap G12) mm No Half I-beam height
beam_half_width beam_half_width (Gap G13) mm No Half flange width
hole_span p6 4,000 TBD mm Potential (G15) Total span for hole distribution

Constraints

  • Max tip displacement: ≤ 10 mm
  • Max von Mises stress: ≤ ~130 MPa (steel, conservative — Gap G9)
  • Mass tracked via NX expression p1 ← CORRECTED from p173 (Gen 002)

Baseline Performance — Confirmed (Gen 002)

Metric Value Source Confidence
Mass 11.33 kg NX expression p1, KBS session High
Tip displacement NEEDS RE-VERIFICATION (Gap G10) Was 22 mm at old model state ⚠️ Low
Max stress NEVER MEASURED (Gap G11) None
Material AISI Steel 1005 KBS session High
Density 7.3 g/cm³ KBS session High

⚠️ Mass discrepancy resolved: Intake reported ~974 kg (p173). KBS session confirmed 11.33 kg (p1). See kb/dev/gen-002.md for full analysis.

Boundary Conditions — Confirmed (Gen 002)

BC Location Value Source
Fixed support Left side (full edge) All DOF constrained KBS session
Applied force Right side (free end) 10,000 kgf downward (Y) KBS session — "project requirement"
Configuration Cantilever Left fixed, right loaded KBS session

Mesh — Confirmed (Gen 002)

Property Value Source
Element type CQUAD4 (thin shell) KBS session
Element size 33.7 mm (67.4/2) KBS session
Idealization Promote body → mid-surface extraction KBS session

Hole Geometry — Confirmed (Gen 002)

Property Value Notes
Span 4,000 mm (expression p6) Total distribution length
Start offset 500 mm from beam start Fixed requirement — not parametric
End offset 500 mm from beam end Fixed requirement — not parametric
Collision check Required at DV extremes 15 × 450 mm in 4,000 mm → overlap

Model Files

  • NX Part: Beam.prt
  • FEM: Beam_fem1.fem
  • Idealized part: Beam_fem1_i.prt
  • Simulation: Beam_sim1.sim
  • Solver: NX Nastran SOL 101 (static structural)

Future Expansion

  • Material alternatives: Aluminum 6061, Stainless Steel ANSI 310 (per Antoine, KBS session)
  • p6 (hole span) as additional design variable (pending decision)
  • Mesh refinement (Antoine: "Eventually we're going to be able to refine the element size")

Decisions

  • 2026-02-08: Project received from Antoine
  • 2026-02-10: KBS sessions processed → Gen 002 KB update. Mass corrected, BCs confirmed.

Status

Phase: Pre-optimization (baseline re-verification needed) Generation: 002 Channel: #project-hydrotech-beam Last KBS session: 2026-02-10T16:38:01