feat(hydrotech-beam): Phase 1 LHS DoE study code
Implements the optimization study code for Phase 1 (LHS DoE) of the Hydrotech Beam structural optimization. Files added: - run_doe.py: Main entry point — Optuna study with SQLite persistence, Deb's feasibility rules, CSV/JSON export, Phase 1→2 gate check - sampling.py: 50-point LHS via scipy.stats.qmc with stratified integer sampling ensuring all 11 hole_count levels (5-15) are covered - geometric_checks.py: Pre-flight feasibility filter — hole overlap (corrected formula: span/(n-1) - d ≥ 30mm) and web clearance checks - nx_interface.py: NX automation module with stub solver for development and NXOpen template for Windows/dalidou integration - requirements.txt: optuna, scipy, numpy, pandas Key design decisions: - Baseline enqueued as Trial 0 (LAC lesson) - All 4 DV expression names from binary introspection (exact spelling) - Pre-flight geometric filter saves compute and prevents NX crashes - No surrogates (LAC lesson: direct FEA via TPE beats surrogate+L-BFGS) - SQLite persistence enables resume after interruption Tested end-to-end with stub solver: 51 trials, 12 geometric rejects, 39 solved, correct CSV/JSON output. Ref: OPTIMIZATION_STRATEGY.md, auditor review 2026-02-10
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398
projects/hydrotech-beam/studies/01_doe_landscape/nx_interface.py
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398
projects/hydrotech-beam/studies/01_doe_landscape/nx_interface.py
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"""NX automation interface for Hydrotech Beam optimization.
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Stub/template module for NXOpen Python API integration. The actual NX
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automation runs on Windows (dalidou node) via Syncthing-synced model files.
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This module defines the interface contract. The NXOpen-specific implementation
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will be filled in when running on the Windows side.
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NX Expression Names (confirmed via binary introspection — CONTEXT.md):
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Design Variables:
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- beam_half_core_thickness (mm, continuous)
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- beam_face_thickness (mm, continuous)
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- holes_diameter (mm, continuous)
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- hole_count (integer, links to Pattern_p7)
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Outputs:
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- p173 (mass in kg, body_property147.mass)
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Fixed:
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- beam_lenght (⚠️ TYPO in NX — no 'h', 5000 mm)
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- beam_half_height (250 mm)
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- beam_half_width (150 mm)
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References:
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CONTEXT.md — Full expression map
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OPTIMIZATION_STRATEGY.md §8.2 — Extractor requirements
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"""
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from __future__ import annotations
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import logging
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from dataclasses import dataclass
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from typing import Protocol
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logger = logging.getLogger(__name__)
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# ---------------------------------------------------------------------------
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# Data types
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# ---------------------------------------------------------------------------
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@dataclass(frozen=True)
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class TrialInput:
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"""Design variable values for a single trial."""
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beam_half_core_thickness: float # mm — DV1
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beam_face_thickness: float # mm — DV2
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holes_diameter: float # mm — DV3
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hole_count: int # — DV4
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@dataclass
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class TrialResult:
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"""Results extracted from NX after a trial solve.
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All values populated after a successful SOL 101 solve.
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On failure, success=False and error_message explains the failure.
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"""
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success: bool
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mass: float = float("nan") # kg — from expression `p173`
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tip_displacement: float = float("nan") # mm — from SOL 101 results
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max_von_mises: float = float("nan") # MPa — from SOL 101 results
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error_message: str = ""
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# ---------------------------------------------------------------------------
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# NX expression name constants
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# ---------------------------------------------------------------------------
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# ⚠️ These are EXACT NX expression names from binary introspection.
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# Do NOT change spelling — `beam_lenght` has a typo (no 'h') in NX.
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EXPR_HALF_CORE_THICKNESS = "beam_half_core_thickness"
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EXPR_FACE_THICKNESS = "beam_face_thickness"
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EXPR_HOLES_DIAMETER = "holes_diameter"
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EXPR_HOLE_COUNT = "hole_count"
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EXPR_MASS = "p173" # body_property147.mass, kg
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EXPR_BEAM_LENGTH = "beam_lenght" # ⚠️ TYPO IN NX — intentional
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# ---------------------------------------------------------------------------
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# Interface protocol
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# ---------------------------------------------------------------------------
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class NXSolverInterface(Protocol):
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"""Protocol for NX solver backends.
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Implementors must provide the full pipeline:
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1. Update expressions → 2. Rebuild model → 3. Solve SOL 101 → 4. Extract results
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"""
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def evaluate(self, trial_input: TrialInput) -> TrialResult:
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"""Run a full NX evaluation cycle for one trial.
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Args:
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trial_input: Design variable values.
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Returns:
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TrialResult with extracted outputs or failure info.
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"""
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...
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def close(self) -> None:
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"""Clean up NX session resources.
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⚠️ LAC CRITICAL: NEVER kill NX processes directly.
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Use NXSessionManager.close_nx_if_allowed() only.
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"""
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...
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# ---------------------------------------------------------------------------
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# Stub implementation (for development/testing without NX)
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# ---------------------------------------------------------------------------
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class NXStubSolver:
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"""Stub NX solver for development and testing.
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Returns synthetic results based on simple analytical approximations
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of the beam behavior. NOT physically accurate — use only for
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testing the optimization pipeline.
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The stub uses rough scaling relationships:
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- Mass ∝ (core + face) and inversely with hole area
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- Displacement ∝ 1/I where I depends on core and face thickness
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- Stress ∝ M*y/I (bending stress approximation)
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"""
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def __init__(self) -> None:
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"""Initialize stub solver."""
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logger.warning(
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"Using NX STUB solver — results are synthetic approximations. "
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"Replace with NXOpenSolver for real evaluations."
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)
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def evaluate(self, trial_input: TrialInput) -> TrialResult:
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"""Return synthetic results based on simplified beam mechanics.
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Args:
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trial_input: Design variable values.
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Returns:
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TrialResult with approximate values.
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"""
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try:
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return self._compute_approximate(trial_input)
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except Exception as e:
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logger.error("Stub evaluation failed: %s", e)
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return TrialResult(
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success=False,
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error_message=f"Stub evaluation error: {e}",
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)
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def _compute_approximate(self, inp: TrialInput) -> TrialResult:
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"""Simple analytical approximation of beam response.
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This is a ROUGH approximation for pipeline testing only.
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Real physics requires NX Nastran SOL 101.
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"""
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import math
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# Geometry
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L = 5000.0 # mm — beam length
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b = 300.0 # mm — beam width (2 × beam_half_width)
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h_core = inp.beam_half_core_thickness # mm — half core
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t_face = inp.beam_face_thickness # mm — face thickness
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d_hole = inp.holes_diameter # mm
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n_holes = inp.hole_count
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# Total height and section properties (simplified I-beam)
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h_total = 500.0 # mm — 2 × beam_half_height (fixed)
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# Approximate second moment of area (sandwich beam)
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# I ≈ b*h_total^3/12 - b*(h_total-2*t_face)^3/12 + web contribution
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h_inner = h_total - 2.0 * t_face
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I_section = (b * h_total**3 / 12.0) - (b * max(h_inner, 0.0) ** 3 / 12.0)
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# Add core contribution
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I_section += 2.0 * h_core * h_total**2 / 4.0 # approximate
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# Hole area reduction (mass)
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hole_area = n_holes * math.pi * (d_hole / 2.0) ** 2 # mm²
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# Approximate mass (steel: 7.3 g/cm³ = 7.3e-6 kg/mm³)
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rho = 7.3e-6 # kg/mm³
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# Gross cross-section area (very simplified)
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A_gross = 2.0 * b * t_face + 2.0 * h_core * h_total
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# Remove holes from web
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web_thickness = 2.0 * h_core # approximate web thickness
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A_holes = n_holes * math.pi * (d_hole / 2.0) ** 2
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V_solid = A_gross * L
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V_holes = A_holes * web_thickness
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mass = rho * (V_solid - min(V_holes, V_solid * 0.8))
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# Approximate tip displacement (cantilever, point load)
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# δ = PL³/(3EI)
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P = 10000.0 * 9.81 # 10,000 kgf → N
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E = 200000.0 # MPa (steel)
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if I_section > 0:
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displacement = P * L**3 / (3.0 * E * I_section)
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else:
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displacement = 9999.0
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# Approximate max bending stress
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# σ = M*y/I where M = P*L, y = h_total/2
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M_max = P * L # N·mm
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y_max = h_total / 2.0
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if I_section > 0:
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stress = M_max * y_max / I_section # MPa
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else:
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stress = 9999.0
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return TrialResult(
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success=True,
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mass=mass,
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tip_displacement=displacement,
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max_von_mises=stress,
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)
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def close(self) -> None:
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"""No-op for stub solver."""
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logger.info("Stub solver closed.")
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# ---------------------------------------------------------------------------
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# NXOpen implementation template (to be completed on Windows/dalidou)
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# ---------------------------------------------------------------------------
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class NXOpenSolver:
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"""Real NXOpen-based solver — TEMPLATE, not yet functional.
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This class provides the correct structure for NXOpen integration.
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Expression update code uses the exact names from binary introspection.
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To complete:
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1. Set NX_MODEL_DIR to the Syncthing-synced model directory
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2. Implement _open_session() with NXOpen.Session
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3. Implement _solve() to trigger SOL 101
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4. Implement _extract_displacement() and _extract_stress()
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from .op2 results or NX result sensors
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"""
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def __init__(self, model_dir: str) -> None:
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"""Initialize NXOpen solver.
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Args:
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model_dir: Path to directory containing Beam.prt, etc.
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"""
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self.model_dir = model_dir
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self._session = None # NXOpen.Session
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self._part = None # NXOpen.Part
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logger.info("NXOpenSolver initialized with model_dir=%s", model_dir)
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def evaluate(self, trial_input: TrialInput) -> TrialResult:
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"""Full NX evaluation pipeline.
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Pipeline:
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1. Update expressions (beam_half_core_thickness, etc.)
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2. Rebuild model (triggers re-mesh of idealized part)
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3. Solve SOL 101
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4. Extract mass (p173), displacement, stress
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"""
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raise NotImplementedError(
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"NXOpenSolver.evaluate() is a template — implement on Windows "
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"with NXOpen Python API. See docstring for pipeline."
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)
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def _update_expressions(self, trial_input: TrialInput) -> None:
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"""Update NX expressions for a trial.
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⚠️ Expression names are EXACT from binary introspection.
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⚠️ `beam_lenght` has a typo (no 'h') — do NOT correct it.
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This is the correct NXOpen code pattern (to be run on Windows):
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```python
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import NXOpen
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session = NXOpen.Session.GetSession()
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part = session.Parts.Work
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# Update design variables
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expressions = {
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"beam_half_core_thickness": trial_input.beam_half_core_thickness,
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"beam_face_thickness": trial_input.beam_face_thickness,
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"holes_diameter": trial_input.holes_diameter,
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"hole_count": trial_input.hole_count,
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}
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for expr_name, value in expressions.items():
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expr = part.Expressions.FindObject(expr_name)
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unit = expr.Units
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part.Expressions.EditWithUnits(expr, unit, str(value))
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# Rebuild (update model to reflect new expressions)
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session.UpdateManager.DoUpdate(
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session.SetUndoMark(NXOpen.Session.MarkVisibility.Invisible, "Update")
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)
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```
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"""
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raise NotImplementedError("Template — implement with NXOpen")
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def _solve(self) -> bool:
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"""Trigger NX Nastran SOL 101 solve.
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```python
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# Open the sim file
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sim_part = session.Parts.OpenDisplay(
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os.path.join(self.model_dir, "Beam_sim1.sim"), None
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)
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# Get the solution and solve
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sim_simulation = sim_part.Simulation
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solution = sim_simulation.Solutions[0] # First solution
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solution.Solve()
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# Check solve status
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return solution.SolveStatus == NXOpen.CAE.Solution.Status.Solved
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```
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"""
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raise NotImplementedError("Template — implement with NXOpen")
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def _extract_mass(self) -> float:
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"""Extract mass from NX expression p173.
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```python
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mass_expr = part.Expressions.FindObject("p173")
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return mass_expr.Value # kg
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```
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"""
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raise NotImplementedError("Template — implement with NXOpen")
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def _extract_displacement(self) -> float:
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"""Extract tip displacement from SOL 101 results.
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Options (TBD — need to determine best approach):
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1. NX result sensor at beam tip → read value directly
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2. Parse .op2 file with pyNastran → find max displacement at tip nodes
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3. NX post-processing API → query displacement field
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Returns:
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Tip displacement in mm.
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"""
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raise NotImplementedError(
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"Template — extraction method TBD. "
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"Options: result sensor, .op2 parsing, or NX post-processing API."
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)
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def _extract_stress(self) -> float:
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"""Extract max von Mises stress from SOL 101 results.
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⚠️ LAC LESSON: pyNastran returns stress in kPa for NX kg-mm-s
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unit system. Divide by 1000 for MPa.
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Options (TBD):
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1. NX result sensor for max VM stress → read value directly
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2. Parse .op2 with pyNastran → max elemental nodal VM stress
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3. NX post-processing API → query stress field
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Returns:
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Max von Mises stress in MPa.
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"""
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raise NotImplementedError(
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"Template — extraction method TBD. "
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"Remember: pyNastran stress is in kPa → divide by 1000 for MPa."
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)
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def close(self) -> None:
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"""Close NX session gracefully.
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⚠️ LAC CRITICAL: NEVER kill NX processes directly.
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Use NXSessionManager.close_nx_if_allowed() only.
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If NX hangs, implement a timeout (10 min per trial) and let
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NX time out gracefully.
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"""
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raise NotImplementedError("Template — implement graceful shutdown")
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# ---------------------------------------------------------------------------
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# Factory
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# ---------------------------------------------------------------------------
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def create_solver(
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backend: str = "stub",
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model_dir: str = "",
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) -> NXStubSolver | NXOpenSolver:
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"""Create an NX solver instance.
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Args:
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backend: "stub" for development, "nxopen" for real NX (Windows only).
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model_dir: Path to NX model directory (required for nxopen backend).
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Returns:
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Solver instance implementing the NXSolverInterface protocol.
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Raises:
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ValueError: If backend is unknown.
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"""
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if backend == "stub":
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return NXStubSolver()
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elif backend == "nxopen":
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if not model_dir:
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raise ValueError("model_dir required for nxopen backend")
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return NXOpenSolver(model_dir=model_dir)
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else:
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raise ValueError(f"Unknown backend: {backend!r}. Use 'stub' or 'nxopen'.")
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