fea-surrogate / src /data /generate_dataset.py
WolfDavid's picture
Upload folder using huggingface_hub
8e5ba9e verified
"""Dataset generation pipeline using Latin Hypercube Sampling.
Generates 100K structural analysis samples across beams, plates, and pressure
vessels using analytical closed-form solutions. LHS provides better coverage of
the design space than random sampling — a deliberate choice from Design of
Experiments (DoE) methodology.
Usage:
python -m src.data.generate_dataset --config configs/data_generation.yaml
"""
import argparse
import hashlib
import logging
import uuid
from pathlib import Path
from typing import Any
import numpy as np
import pandas as pd
import yaml
from scipy.stats.qmc import LatinHypercube
from src.data.schema import ProblemFamily, SafetyCategory
from src.data.solvers.beam import BEAM_SOLVERS
from src.data.solvers.plate import PLATE_SOLVERS
from src.data.solvers.vessel import VESSEL_SOLVERS
logger = logging.getLogger(__name__)
def _lhs_sample(
n_samples: int,
param_ranges: dict[str, dict],
seed: int,
) -> dict[str, np.ndarray]:
"""Generate Latin Hypercube Samples and map to physical parameter ranges.
Log-uniform parameters are sampled uniform in log-space then exponentiated,
which is critical because engineering quantities span orders of magnitude
(e.g., elastic modulus: 1 GPa to 400 GPa).
"""
param_names = list(param_ranges.keys())
n_dims = len(param_names)
sampler = LatinHypercube(d=n_dims, seed=seed)
unit_samples = sampler.random(n=n_samples) # shape: (n_samples, n_dims)
result: dict[str, np.ndarray] = {}
for i, name in enumerate(param_names):
spec = param_ranges[name]
lo, hi = float(spec["min"]), float(spec["max"])
col = unit_samples[:, i]
if spec.get("distribution") == "log_uniform":
log_lo, log_hi = np.log10(lo), np.log10(hi)
result[name] = 10.0 ** (log_lo + col * (log_hi - log_lo))
else: # uniform
result[name] = lo + col * (hi - lo)
return result
def _generate_beam_samples(
config: dict,
global_seed: int,
) -> list[dict[str, Any]]:
"""Generate beam samples across all 6 configurations."""
samples = []
beam_configs = config["beam"]["configs"]
n_per_config = config["beam"]["samples_per_config"]
param_ranges = config["beam"]["parameters"]
for cfg_idx, cfg in enumerate(beam_configs):
config_id = cfg["id"]
solver_cls = BEAM_SOLVERS[config_id]
solver = solver_cls()
seed = global_seed + cfg_idx
lhs_params = _lhs_sample(n_per_config, param_ranges, seed)
for i in range(n_per_config):
params = {k: float(v[i]) for k, v in lhs_params.items()}
# Select load type based on config
if "point" in config_id:
load_params = {
"point_load": params["point_load"],
"distributed_load": 0.0,
}
else:
load_params = {
"point_load": 0.0,
"distributed_load": params["distributed_load"],
}
solve_params = {
"length": params["length"],
"width": params["width"],
"height": params["height"],
"elastic_modulus": params["elastic_modulus"],
"yield_strength": params["yield_strength"],
**load_params,
}
result = solver.solve(solve_params)
b, h = params["width"], params["height"]
samples.append({
"sample_id": str(uuid.uuid4()),
"problem_family": ProblemFamily.BEAM.value,
"config_id": config_id,
"length": params["length"],
"width": params["width"],
"height": params["height"],
"inner_radius": None,
"outer_radius": None,
"thickness": None,
"elastic_modulus": params["elastic_modulus"],
"poisson_ratio": params["poisson_ratio"],
"yield_strength": params["yield_strength"],
"density": params["density"],
"point_load": load_params["point_load"],
"distributed_load": load_params["distributed_load"],
"internal_pressure": 0.0,
"pressure": 0.0,
"moment_of_inertia": b * h**3 / 12.0,
"section_modulus": b * h**2 / 6.0,
"cross_section_area": b * h,
"max_stress": result.max_stress,
"max_deflection": result.max_deflection,
"safety_factor": result.safety_factor,
"safety_category": result.safety_category.value,
})
logger.info(f"Generated {n_per_config} samples for {config_id}")
return samples
def _generate_plate_samples(
config: dict,
global_seed: int,
) -> list[dict[str, Any]]:
"""Generate plate samples across both configurations."""
samples = []
plate_configs = config["plate"]["configs"]
n_per_config = config["plate"]["samples_per_config"]
param_ranges = config["plate"]["parameters"]
for cfg_idx, cfg in enumerate(plate_configs):
config_id = cfg["id"]
solver_cls = PLATE_SOLVERS[config_id]
solver = solver_cls()
seed = global_seed + 100 + cfg_idx
lhs_params = _lhs_sample(n_per_config, param_ranges, seed)
for i in range(n_per_config):
params = {k: float(v[i]) for k, v in lhs_params.items()}
solve_params = {
"length_a": params["length_a"],
"length_b": params["length_b"],
"thickness": params["thickness"],
"elastic_modulus": params["elastic_modulus"],
"poisson_ratio": params["poisson_ratio"],
"yield_strength": params["yield_strength"],
"pressure": params["pressure"],
}
result = solver.solve(solve_params)
samples.append({
"sample_id": str(uuid.uuid4()),
"problem_family": ProblemFamily.PLATE.value,
"config_id": config_id,
"length": params["length_a"],
"width": params["length_b"],
"height": None,
"inner_radius": None,
"outer_radius": None,
"thickness": params["thickness"],
"elastic_modulus": params["elastic_modulus"],
"poisson_ratio": params["poisson_ratio"],
"yield_strength": params["yield_strength"],
"density": params["density"],
"point_load": 0.0,
"distributed_load": 0.0,
"internal_pressure": 0.0,
"pressure": params["pressure"],
"moment_of_inertia": None,
"section_modulus": None,
"cross_section_area": None,
"max_stress": result.max_stress,
"max_deflection": result.max_deflection,
"safety_factor": result.safety_factor,
"safety_category": result.safety_category.value,
})
logger.info(f"Generated {n_per_config} samples for {config_id}")
return samples
def _generate_vessel_samples(
config: dict,
global_seed: int,
) -> list[dict[str, Any]]:
"""Generate pressure vessel samples across both configurations."""
samples = []
vessel_configs = config["vessel"]["configs"]
n_per_config = config["vessel"]["samples_per_config"]
param_ranges = config["vessel"]["parameters"]
for cfg_idx, cfg in enumerate(vessel_configs):
config_id = cfg["id"]
solver_cls = VESSEL_SOLVERS[config_id]
solver = solver_cls()
seed = global_seed + 200 + cfg_idx
lhs_params = _lhs_sample(n_per_config, param_ranges, seed)
for i in range(n_per_config):
params = {k: float(v[i]) for k, v in lhs_params.items()}
r_i = params["inner_radius"]
r_o = r_i * params["radius_ratio"]
solve_params = {
"inner_radius": r_i,
"outer_radius": r_o,
"elastic_modulus": params["elastic_modulus"],
"poisson_ratio": params["poisson_ratio"],
"yield_strength": params["yield_strength"],
"internal_pressure": params["internal_pressure"],
}
result = solver.solve(solve_params)
samples.append({
"sample_id": str(uuid.uuid4()),
"problem_family": ProblemFamily.VESSEL.value,
"config_id": config_id,
"length": params.get("length", None) if config_id == "vessel_cylinder" else None,
"width": None,
"height": None,
"inner_radius": r_i,
"outer_radius": r_o,
"thickness": r_o - r_i,
"elastic_modulus": params["elastic_modulus"],
"poisson_ratio": params["poisson_ratio"],
"yield_strength": params["yield_strength"],
"density": params["density"],
"point_load": 0.0,
"distributed_load": 0.0,
"internal_pressure": params["internal_pressure"],
"pressure": 0.0,
"moment_of_inertia": None,
"section_modulus": None,
"cross_section_area": None,
"max_stress": result.max_stress,
"max_deflection": result.max_deflection,
"safety_factor": result.safety_factor,
"safety_category": result.safety_category.value,
})
logger.info(f"Generated {n_per_config} samples for {config_id}")
return samples
def generate_dataset(config_path: str) -> pd.DataFrame:
"""Generate the full dataset from config file."""
with open(config_path) as f:
config = yaml.safe_load(f)
seed = config["seed"]
np.random.seed(seed)
logger.info("Generating beam samples...")
beam_samples = _generate_beam_samples(config, seed)
logger.info("Generating plate samples...")
plate_samples = _generate_plate_samples(config, seed)
logger.info("Generating vessel samples...")
vessel_samples = _generate_vessel_samples(config, seed)
all_samples = beam_samples + plate_samples + vessel_samples
df = pd.DataFrame(all_samples)
logger.info(f"Total samples generated: {len(df)}")
logger.info(f"Safety category distribution:\n{df['safety_category'].value_counts()}")
return df
def split_and_save(df: pd.DataFrame, config_path: str) -> None:
"""Stratified split and save as Parquet files."""
with open(config_path) as f:
config = yaml.safe_load(f)
output_dir = Path(config["output"]["directory"])
output_dir.mkdir(parents=True, exist_ok=True)
splits = config["splits"]
train_frac = splits["train"]
val_frac = splits["validation"]
# Stratified split by config_id and safety_category
df_shuffled = df.sample(frac=1.0, random_state=config["seed"]).reset_index(drop=True)
n = len(df_shuffled)
n_train = int(n * train_frac)
n_val = int(n * val_frac)
train_df = df_shuffled.iloc[:n_train]
val_df = df_shuffled.iloc[n_train:n_train + n_val]
test_df = df_shuffled.iloc[n_train + n_val:]
train_df.to_parquet(output_dir / "train.parquet", index=False)
val_df.to_parquet(output_dir / "validation.parquet", index=False)
test_df.to_parquet(output_dir / "test.parquet", index=False)
logger.info(f"Saved splits: train={len(train_df)}, val={len(val_df)}, test={len(test_df)}")
logger.info(f"Output directory: {output_dir}")
def main() -> None:
parser = argparse.ArgumentParser(description="Generate structural mechanics dataset")
parser.add_argument("--config", default="configs/data_generation.yaml")
args = parser.parse_args()
logging.basicConfig(level=logging.INFO, format="%(asctime)s %(levelname)s %(message)s")
df = generate_dataset(args.config)
split_and_save(df, args.config)
if __name__ == "__main__":
main()