| --- |
| license: odc-by |
| pretty_name: "DeepJEB++" |
| size_categories: |
| - 10K<n<100K |
| task_categories: |
| - tabular-regression |
| - graph-ml |
| tags: |
| - engineering-design |
| - finite-element-analysis |
| - structural-mechanics |
| - 3d |
| - mesh |
| - generative-design |
| - foundation-model |
| - jet-engine-bracket |
| - surrogate-modeling |
| --- |
| |
| <div align="center"> |
| <img src="assets/banner_displacement.png" alt="DeepJEB++ generated brackets — displacement fields" width="100%"> |
| </div> |
|
|
| <h1 align="center">DeepJEB++</h1> |
| <p align="center"><b>Foundation Model-Driven Large-Scale 3D Engineering Dataset via 2D Latent Space Augmentation</b></p> |
|
|
| <p align="center"> |
| <a href="https://arxiv.org/abs/2606.12994"><img src="https://img.shields.io/badge/arXiv-2606.12994-b31b1b.svg" alt="arXiv"></a> |
| <a href="https://huggingface.co/datasets/KAIST-SmartDesignLab/DeepJEB-PP"><img src="https://img.shields.io/badge/%F0%9F%A4%97%20Hugging%20Face-Dataset-ffb000.svg" alt="Hugging Face Dataset"></a> |
| <img src="https://img.shields.io/badge/Status-Under%20Review-orange.svg" alt="Status: Under Review"> |
| <img src="https://img.shields.io/badge/license-ODC--By%201.0-blue.svg" alt="License: ODC-By 1.0"> |
| </p> |
|
|
| <p align="center">Soyoung Yoo · Leekyo Jeong · Jinsu Ra · Dongeon Lee · Sunwoong Yang · Hyogu Jeong · Namwoo Kang — <b>KAIST SmartDesignLab</b></p> |
|
|
| --- |
|
|
| ## Contents |
|
|
| - [News](#news) |
| - [Overview](#overview) |
| - [The data, qualitatively](#the-data-qualitatively) |
| - [Augmentation methodology](#augmentation-methodology) |
| - [Dataset structure](#dataset-structure) |
| - [Usage](#usage) |
| - [Applications](#applications) |
| - [Citation](#citation) |
| - [Acknowledgements](#acknowledgements) |
| - [License](#license) |
|
|
| --- |
|
|
| ## News |
|
|
| - **2026-06** — DeepJEB++ released on Hugging Face: **15,360** designs with surface meshes, boundary conditions, per-load FEA surface fields, and scalar labels (incl. mass). |
| - **2026-06** — Preprint on arXiv ([2606.12994](https://arxiv.org/abs/2606.12994)); manuscript **under review**. |
|
|
| --- |
|
|
| ## Overview |
|
|
| > **DeepJEB++** is a large-scale dataset of **generatively-designed jet-engine brackets**, each paired with |
| > physics-based performance labels from an automated finite-element (FEA) pipeline. It is built by **augmenting |
| > the SimJEB design space inside a 2D latent space** and lifting the synthesized images to 3D with a **3D |
| > foundation model (TRELLIS)**, then automatically recovering boundary conditions and solving four structural |
| > load cases. The result couples **geometry ↔ physics** at a scale (40× SimJEB) suitable for data-driven and |
| > surrogate modelling in engineering design. |
|
|
| <div align="center"> |
| <img src="assets/teaser.gif" alt="A generated bracket rotating, coloured by its vertical-load displacement field" width="46%"> |
| <br><sub>A single design, coloured by its vertical-load displacement field (blue = clamped bolts, red = lug tip).</sub> |
| </div> |
|
|
| | | | |
| |---|---| |
| | **Designs (deployable)** | 15,360 | |
| | **Load cases** | vertical / horizontal / diagonal / torsional | |
| | **Per design** | surface mesh · boundary conditions · FEA surface fields · scalar labels (incl. mass) | |
| | **Material** | Ti-6Al-4V · E = 113,800 MPa · ν = 0.342 | |
| | **Scale** | 40× SimJEB (380) | |
| | **Paper** | [arXiv:2606.12994](https://arxiv.org/abs/2606.12994) | |
| | **License** | ODC-By 1.0 (matching upstream SimJEB / DeepJEB) | |
|
|
| --- |
|
|
| ## The data, qualitatively |
|
|
| <div align="center"> |
| <img src="assets/gallery.png" alt="Generated bracket variety with auto-detected interfaces" width="92%"> |
| <br><sub><b>Generated bracket variety + auto-detected interfaces</b> — 24 of 15,360, each with a gate-validated 4-bolt flange and lug-clevis detection (orange).</sub> |
| </div> |
|
|
| <br> |
|
|
| <div align="center"> |
| <img src="assets/fea_fields.png" alt="Four-load FEA response fields" width="92%"> |
| <br><sub><b>4-load FEA response fields.</b> Top: displacement (deformed ×9). Bottom: von Mises stress. Columns: vertical / horizontal / diagonal / torsional.</sub> |
| </div> |
|
|
| The hero banner shows real brackets coloured by their per-case vertical-load displacement field. The same |
| brackets, as raw geometry: |
|
|
| <div align="center"> |
| <img src="assets/banner_geometry.png" alt="Generated bracket meshes (geometry)" width="100%"> |
| </div> |
|
|
| --- |
|
|
| ## Augmentation methodology |
|
|
| The core idea is **2D latent-space augmentation**: instead of perturbing 3D meshes directly, new designs are |
| synthesized by **interpolating between SimJEB seed brackets in the latent space of a fine-tuned diffusion |
| model**, then reconstructed in 3D by a foundation model and labelled by FEA. |
|
|
| | # | Step | What happens | |
| |---|------|--------------| |
| | 1 | **Seed pairs** | Pairs of SimJEB bracket renders chosen as interpolation endpoints. | |
| | 2 | **2D latent interpolation** | Fine-tuned Stable Diffusion mixes the two VAE latents (ratio 0→1) → frames IS00–IS18. | |
| | 3 | **Image → 3D** | A single diagonal view drives TRELLIS (SimJEB-finetuned) image-to-3D, 25-step. | |
| | 4 | **Automatic BC** | 4-bolt flange + lug-clevis detected and validated by a calibrated gate. | |
| | 5 | **FEA labels** | Four load cases solved → displacement, von Mises, mass per design. | |
|
|
| <div align="center"> |
| <img src="assets/framework.png" alt="End-to-end framework" width="92%"> |
| <br><sub><b>End-to-end framework</b> — generation (latent interpolation + foundation-model lifting) → automatic labelling.</sub> |
| </div> |
|
|
| <br> |
|
|
| <div align="center"> |
| <img src="assets/interp_2d.png" alt="2D latent interpolation" width="80%"> |
| <br><sub><b>2D latent interpolation</b> — a smooth transition between two parent brackets (IS00 → IS18).</sub> |
| </div> |
|
|
| > **Why 2D-latent augmentation?** Interpolating in a learned image latent space produces smooth, valid, |
| > manufacturable-looking new brackets that span the design space between real examples — far easier than |
| > perturbing 3D meshes directly — while a 3D foundation model guarantees consistent, watertight geometry ready |
| > for FEA. A key finding: increasing the diffusion sampling steps raised valid BC-detection from **16% → 96%**. |
|
|
| --- |
|
|
| ## Dataset structure |
|
|
| Distributed as per-component `.tar.gz` archives + a CSV. Every design shares one `<case>` id |
| (e.g. `012-015-diag_xz_mm_IS02`) across all modalities. |
|
|
| ``` |
| DeepJEB-PP/ |
| ├── 1_surface_meshes.tar.gz # 15,360 × <case>.obj |
| ├── 2_boundary_conditions.tar.gz # 15,360 × <case>.npz |
| ├── 3_fea_fields.tar.gz # 15,360 × <case>.npz |
| ├── deepjebpp_labels.csv # scalar labels (15,360 rows) |
| └── metadata.json # material / loads / units / schema |
| ``` |
|
|
| **Modalities** |
|
|
| | Modality | File | Content | |
| |---|---|---| |
| | Geometry | `1_surface_meshes/<case>.obj` | input surface mesh, native ~50k verts | |
| | Boundary conditions | `2_boundary_conditions/<case>.npz` | `bolt_idx` (clamped), `lug_idx` (loaded), `bolt_holes` — indices into the 25k FEM `surface_points` | |
| | FEA surface fields | `3_fea_fields/<case>.npz` | `surface_points` (N,3), `surface_faces` (M,3), and per load `{ver,hor,dia,tor}_U` (N,3) + `_vm` (N,) | |
| | Scalar labels | `deepjebpp_labels.csv` | `mass_g`, `vol_mm3`, per-load `max|u|`, `p95 von Mises`, … | |
|
|
| **FEA specification** |
|
|
| | | | |
| |---|---| |
| | Material | Ti-6Al-4V · E = 113,800 MPa · ν = 0.342 (yield 903 MPa / 131 ksi, reference) | |
| | Vertical (ver) | force (0, 0, 1) · 35,600 N | |
| | Horizontal (hor) | force (−1, 0, 0) · 37,800 N | |
| | Diagonal (dia) | force (−0.669, 0, 0.743) · 42,300 N | |
| | Torsional (tor) | moment (0, 1, 0) · 565,000 N·mm | |
| | Solver | tetgen + conjugate-gradient, 25k node budget | |
|
|
| --- |
|
|
| ## Usage |
|
|
| **Download & extract** |
|
|
| ```bash |
| huggingface-cli download KAIST-SmartDesignLab/DeepJEB-PP --repo-type dataset --local-dir DeepJEB-PP |
| cd DeepJEB-PP && for f in *.tar.gz; do tar -xzf "$f"; done |
| ``` |
|
|
| **Load one design** |
|
|
| ```python |
| import numpy as np, pandas as pd, trimesh |
| |
| case = "012-015-diag_xz_mm_IS02" |
| mesh = trimesh.load(f"1_surface_meshes/{case}.obj") |
| bc = np.load(f"2_boundary_conditions/{case}.npz") # bolt_idx, lug_idx |
| field = np.load(f"3_fea_fields/{case}.npz") # ver_U, ver_vm, hor_U, ... |
| label = pd.read_csv("deepjebpp_labels.csv").set_index("case").loc[case] |
| |
| clamped = field["surface_points"][bc["bolt_idx"]] # clamped bolt nodes (mm) |
| vm_ver = field["ver_vm"] # vertical-load von Mises (MPa) |
| ``` |
|
|
| **PyTorch dataloader** (geometry + fields + scalar targets) |
|
|
| ```python |
| import os, glob, numpy as np, pandas as pd, torch |
| from torch.utils.data import Dataset |
| |
| class DeepJEBPP(Dataset): |
| """Per-case surface points, BC masks, per-load fields, and scalar labels.""" |
| LOADS = ["ver", "hor", "dia", "tor"] |
| |
| def __init__(self, root, load="ver"): |
| self.root, self.load = root, load |
| self.cases = sorted(os.path.splitext(os.path.basename(f))[0] |
| for f in glob.glob(f"{root}/3_fea_fields/*.npz")) |
| self.labels = pd.read_csv(f"{root}/deepjebpp_labels.csv").set_index("case") |
| |
| def __len__(self): |
| return len(self.cases) |
| |
| def __getitem__(self, i): |
| c = self.cases[i] |
| fld = np.load(f"{self.root}/3_fea_fields/{c}.npz") |
| bc = np.load(f"{self.root}/2_boundary_conditions/{c}.npz") |
| pts = fld["surface_points"].astype("float32") |
| n = len(pts) |
| bolt = np.zeros(n, "float32"); bolt[bc["bolt_idx"]] = 1.0 # clamped mask |
| lug = np.zeros(n, "float32"); lug[bc["lug_idx"]] = 1.0 # loaded mask |
| row = self.labels.loc[c] |
| return { |
| "case": c, |
| "points": torch.from_numpy(pts), # (N,3) mm |
| "bc": torch.from_numpy(np.stack([bolt, lug], 1)), # (N,2) |
| "U": torch.from_numpy(fld[f"{self.load}_U"].astype("float32")), # (N,3) |
| "vm": torch.from_numpy(fld[f"{self.load}_vm"].astype("float32")), # (N,) |
| "y": torch.tensor([row["mass_g"], |
| row[f"{self.load}_p95vm"], |
| row[f"{self.load}_maxu"]], dtype=torch.float32), |
| } |
| |
| # ds = DeepJEBPP("DeepJEB-PP", load="ver"); print(len(ds), ds[0]["points"].shape) |
| ``` |
|
|
| --- |
|
|
| ## Applications |
|
|
| - **Surrogate modelling** — learn geometry → performance (mass, p95 von Mises, peak displacement, or full |
| nodal fields) with point-cloud / mesh-GNN / implicit models; a 40× larger training corpus than SimJEB. |
| - **Field prediction** — predict per-node displacement and stress fields under each of the four load cases. |
| - **Generative & inverse design** — benchmark generators on a labelled, BC-aware bracket design space; close |
| the loop with the released solver-input meshes. |
| - **Design optimisation** — data-driven optimisation / constraint screening using the mass and stress labels. |
| - **Cross-dataset transfer** — pre-train on DeepJEB++ and transfer to the smaller real SimJEB / DeepJEB sets. |
|
|
| --- |
|
|
| ## Citation |
|
|
| ```bibtex |
| @article{deepjebpp2026, |
| title = {DeepJEB++: Foundation Model-Driven Large-Scale 3D Engineering |
| Dataset via 2D Latent Space Augmentation}, |
| author = {Yoo, Soyoung and Jeong, Leekyo and Ra, Jinsu and Lee, Dongeon |
| and Yang, Sunwoong and Jeong, Hyogu and Kang, Namwoo}, |
| journal = {arXiv preprint arXiv:2606.12994}, |
| year = {2026} |
| } |
| ``` |
|
|
| --- |
|
|
| ## Acknowledgements |
|
|
| DeepJEB++ builds on the **SimJEB** dataset (Whalen et al.) and the original **DeepJEB**, both derived from the |
| **GE Jet Engine Bracket Challenge** geometry, and uses the **TRELLIS** 3D foundation model for image-to-3D |
| generation. Developed at **KAIST SmartDesignLab**. |
|
|
| --- |
|
|
| ## License |
|
|
| Released under the **Open Data Commons Attribution License (ODC-By v1.0)**, matching the upstream |
| SimJEB / DeepJEB datasets. Derived from the SimJEB dataset (GE Jet Engine Bracket Challenge geometry). |
|
|