Fix spacing formula (span/(n-1)), web height constraint, resolve audit blockers

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2026-02-10 22:07:39 +00:00
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2 changed files with 35 additions and 21 deletions

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## Overview
I-beam optimization for a test fixture. Steel (AISI 1005) cantilever beam with lightening holes in the web. Goal: minimize mass from 11.33 kg baseline while meeting displacement (≤ 10 mm) and stress (≤ 130 MPa) constraints.
I-beam optimization for a test fixture. Steel (AISI 1005) cantilever beam with lightening holes in the web. Goal: minimize mass from **1,133.01 kg** baseline while meeting displacement (≤ 10 mm) and stress (≤ 130 MPa) constraints.
**Key confirmed parameters (Gen 002):**
- Beam length: 5,000 mm (cantilever — left fixed, right loaded)
**Key confirmed parameters (Gen 002 + Introspection):**
- Beam length: 5,000 mm (`beam_lenght` ⚠️ typo in NX), cantilever — left fixed, right loaded
- Load: 10,000 kgf downward at free end
- Baseline mass: 11.33 kg (expression `p1`)
- Baseline mass: **1,133.01 kg** (expression `p173: body_property147.mass`)
- DV baselines: face=21.504mm, core=25.162mm, holes_dia=300mm, hole_count=10
- Material: AISI Steel 1005 (density 7.3 g/cm³)
- Mesh: CQUAD4 thin shell, 33.7 mm element size