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Browse files- 2_boundary_conditions/012-015-diag_xz_mm_IS02.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS03.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS04.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS05.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS06.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS07.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS09.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS10.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS11.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS12.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS14.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS17.npz +3 -0
- 2_boundary_conditions/012-015-diag_xz_mm_IS18.npz +3 -0
- 2_boundary_conditions/012-069-diag_xz_mm_IS11.npz +3 -0
- 2_boundary_conditions/012-069-diag_xz_mm_IS13.npz +3 -0
- 2_boundary_conditions/012-069-diag_xz_mm_IS16.npz +3 -0
- 2_boundary_conditions/012-069-diag_xz_mm_IS17.npz +3 -0
- 2_boundary_conditions/012-069-diag_xz_mm_IS18.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS00.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS02.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS04.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS05.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS07.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS08.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS09.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS10.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS11.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS16.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS17.npz +3 -0
- 2_boundary_conditions/012-079-diag_xz_mm_IS18.npz +3 -0
- 2_boundary_conditions/012-092-diag_xz_mm_IS04.npz +3 -0
- 2_boundary_conditions/012-092-diag_xz_mm_IS08.npz +3 -0
- 2_boundary_conditions/012-092-diag_xz_mm_IS09.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS01.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS02.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS03.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS04.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS05.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS08.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS09.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS10.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS11.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS12.npz +3 -0
- 2_boundary_conditions/012-114-diag_xz_mm_IS14.npz +3 -0
- 2_boundary_conditions/012-116-diag_xz_mm_IS01.npz +3 -0
- LICENSE +16 -0
- README.md +43 -0
- README.txt +117 -0
- deepjebpp_labels.csv +0 -0
- metadata.json +71 -0
2_boundary_conditions/012-015-diag_xz_mm_IS02.npz
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|
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|
2_boundary_conditions/012-114-diag_xz_mm_IS08.npz
ADDED
|
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|
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|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
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| 2 |
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|
| 3 |
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size 3915
|
2_boundary_conditions/012-114-diag_xz_mm_IS09.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
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| 2 |
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|
| 3 |
+
size 3724
|
2_boundary_conditions/012-114-diag_xz_mm_IS10.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
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| 2 |
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|
| 3 |
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size 4271
|
2_boundary_conditions/012-114-diag_xz_mm_IS11.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
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| 2 |
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oid sha256:2d509d6e6eac11b92c35d1998b5dc84d4099f87182dcd83508e7da5413a43ce0
|
| 3 |
+
size 4212
|
2_boundary_conditions/012-114-diag_xz_mm_IS12.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
|
| 2 |
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|
| 3 |
+
size 3780
|
2_boundary_conditions/012-114-diag_xz_mm_IS14.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
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| 2 |
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|
| 3 |
+
size 3914
|
2_boundary_conditions/012-116-diag_xz_mm_IS01.npz
ADDED
|
@@ -0,0 +1,3 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
version https://git-lfs.github.com/spec/v1
|
| 2 |
+
oid sha256:c8c0593813d3a17223ff6a0110e0630ccbe7b57e1ff03b95c8ec830820fc879c
|
| 3 |
+
size 3776
|
LICENSE
ADDED
|
@@ -0,0 +1,16 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
DeepJEB++ Dataset - License
|
| 2 |
+
===========================
|
| 3 |
+
Copyright (c) 2026 The DeepJEB++ Authors (KAIST).
|
| 4 |
+
|
| 5 |
+
This dataset (surface meshes, boundary conditions, FEA fields, scalar labels,
|
| 6 |
+
mass, and metadata) is licensed under the Creative Commons
|
| 7 |
+
Attribution-NonCommercial 4.0 International License (CC BY-NC 4.0).
|
| 8 |
+
|
| 9 |
+
You are free to share and adapt the material for NON-COMMERCIAL purposes,
|
| 10 |
+
provided you give appropriate credit (please cite the DeepJEB++ paper).
|
| 11 |
+
|
| 12 |
+
Human-readable summary: https://creativecommons.org/licenses/by-nc/4.0/
|
| 13 |
+
Full legal code: https://creativecommons.org/licenses/by-nc/4.0/legalcode
|
| 14 |
+
|
| 15 |
+
The foundation models used to generate the geometries (TRELLIS, Stable
|
| 16 |
+
Diffusion v1.5) remain governed by their own respective licenses.
|
README.md
ADDED
|
@@ -0,0 +1,43 @@
|
|
|
|
|
|
|
|
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|
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|
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|
|
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|
|
|
|
|
|
| 1 |
+
---
|
| 2 |
+
license: cc-by-nc-4.0
|
| 3 |
+
pretty_name: DeepJEB++
|
| 4 |
+
size_categories:
|
| 5 |
+
- 10K<n<100K
|
| 6 |
+
tags:
|
| 7 |
+
- engineering-design
|
| 8 |
+
- finite-element-analysis
|
| 9 |
+
- surrogate-modeling
|
| 10 |
+
- 3d-geometry
|
| 11 |
+
- jet-engine-bracket
|
| 12 |
+
---
|
| 13 |
+
|
| 14 |
+
# DeepJEB++
|
| 15 |
+
|
| 16 |
+
A foundation-model-driven 2D-to-3D data-augmentation dataset for structural
|
| 17 |
+
engineering design. **15,360** simulation-labeled jet-engine brackets, generated
|
| 18 |
+
by adapting Stable Diffusion v1.5 and TRELLIS, each paired with automatically
|
| 19 |
+
computed linear-elastic finite-element labels under four load cases.
|
| 20 |
+
|
| 21 |
+
## License
|
| 22 |
+
**CC BY-NC 4.0** (Creative Commons Attribution-NonCommercial 4.0 International).
|
| 23 |
+
Non-commercial use only; attribution required (please cite the DeepJEB++ paper).
|
| 24 |
+
See the `LICENSE` file.
|
| 25 |
+
|
| 26 |
+
## Contents
|
| 27 |
+
| Path | Description |
|
| 28 |
+
|------|-------------|
|
| 29 |
+
| `1_surface_meshes/` | 15,360 surface meshes (`.obj`, native ~50k verts) |
|
| 30 |
+
| `2_boundary_conditions/` | Four-bolt + loaded-clevis interfaces (vertex indices, mm frame) |
|
| 31 |
+
| `3_fea_fields/` | Per-case surface FEA fields (`.npz`): displacement `U`, von Mises `vm` for 4 loads |
|
| 32 |
+
| `deepjebpp_labels.csv` | Scalar labels: mass, per-load max displacement & 95th-pct von Mises |
|
| 33 |
+
| `metadata.json` | Material, load cases, units, layout |
|
| 34 |
+
| `README.txt` | Full human-readable specification |
|
| 35 |
+
|
| 36 |
+
All field/BC entries are at a consistent 25k FEM-mesh density. BC node indices
|
| 37 |
+
reference `3_fea_fields/<case>.npz` `surface_points` (25k), not the native `.obj`.
|
| 38 |
+
|
| 39 |
+
## Load cases (Ti-6Al-4V, linear static)
|
| 40 |
+
vertical 35.6 kN | horizontal 37.8 kN | diagonal 42.3 kN | torsional 565 kN-mm
|
| 41 |
+
|
| 42 |
+
## Citation
|
| 43 |
+
Citation will be added upon publication (ASME Journal of Mechanical Design).
|
README.txt
ADDED
|
@@ -0,0 +1,117 @@
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
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|
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|
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|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
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|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
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|
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|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| 1 |
+
================================================================================
|
| 2 |
+
TRELLIS-generated Jet-Engine Bracket — Surface FEA Dataset (DeepJEB++)
|
| 3 |
+
================================================================================
|
| 4 |
+
Generated: 2026-06-07
|
| 5 |
+
Source compute: FEA host .85 (143.248.221.85)
|
| 6 |
+
Cases: 15,360 deployable TRELLIS-generated brackets (deployable_final.txt)
|
| 7 |
+
|
| 8 |
+
--------------------------------------------------------------------------------
|
| 9 |
+
FOLDER LAYOUT
|
| 10 |
+
--------------------------------------------------------------------------------
|
| 11 |
+
trellis_fea_dataset/
|
| 12 |
+
1_surface_meshes/ 15,360 input surface meshes (.obj), native ~50k verts
|
| 13 |
+
(source: output_v2/_tri)
|
| 14 |
+
2_boundary_conditions/ 15,360 per-case BC (.npz): clamped bolt + loaded lug nodes
|
| 15 |
+
3_fea_fields/ 15,360 per-case surface FEA fields (.npz)
|
| 16 |
+
deepjebpp_labels.csv per-case SCALAR labels incl. mass (15,360 rows)
|
| 17 |
+
metadata.json machine-readable dataset spec (material/loads/units/schema)
|
| 18 |
+
README.txt this file
|
| 19 |
+
trellis_fea_percase.csv legacy labels WITHOUT mass (superseded by deepjebpp_labels.csv)
|
| 20 |
+
|
| 21 |
+
File naming: <case>.obj / <case>.npz, e.g. 012-015-diag_xz_mm_IS02
|
| 22 |
+
(mesh, BC npz, field npz, and label CSV row share the same <case> id.)
|
| 23 |
+
|
| 24 |
+
--------------------------------------------------------------------------------
|
| 25 |
+
FEM SETUP (linear elasticity, static)
|
| 26 |
+
--------------------------------------------------------------------------------
|
| 27 |
+
Material: E = 113800 MPa, nu = 0.342 (isotropic)
|
| 28 |
+
Units: length mm, force N, moment N*mm, stress MPa, displacement mm
|
| 29 |
+
Mesh: surface decimated to FEM_TARGET_VERTS = 25000, cleaned (pymeshfix),
|
| 30 |
+
volume tetrahedralized with tetgen switches "pq1.2/10Y"
|
| 31 |
+
BC: 4 bolt holes clamped (Dirichlet), load applied on the lug
|
| 32 |
+
(bolt/lug auto-detected + registered per case)
|
| 33 |
+
|
| 34 |
+
4 LOAD CASES (name, type, direction, magnitude):
|
| 35 |
+
ver force ( 0.000, 0.0, 1.000) 35,600 N
|
| 36 |
+
hor force (-1.000, 0.0, 0.000) 37,800 N
|
| 37 |
+
dia force (-0.669, 0.0, 0.743) 42,300 N
|
| 38 |
+
tor moment ( 0.000, 1.0, 0.000) 565,000 N*mm
|
| 39 |
+
|
| 40 |
+
--------------------------------------------------------------------------------
|
| 41 |
+
FIELD NPZ CONTENTS (numpy .npz, np.load)
|
| 42 |
+
--------------------------------------------------------------------------------
|
| 43 |
+
Geometry (shared by all 4 loads):
|
| 44 |
+
surface_points (N,3) float32 surface vertex coords (mm)
|
| 45 |
+
surface_faces (M,3) int32 triangle indices
|
| 46 |
+
R float detected lug bore radius (mm)
|
| 47 |
+
cov_min, dXZ float lug-detection diagnostics
|
| 48 |
+
Per load L in {ver, hor, dia, tor}:
|
| 49 |
+
L_U (N,3) float32 surface displacement vector (mm) [for deformed viz]
|
| 50 |
+
L_vm (N,) float32 surface von Mises stress (MPa)
|
| 51 |
+
L_maxu float max displacement magnitude over the volume (mm)
|
| 52 |
+
L_p95vm float 95th-percentile von Mises over volume nodes (MPa)
|
| 53 |
+
|
| 54 |
+
--------------------------------------------------------------------------------
|
| 55 |
+
BOUNDARY CONDITION NPZ CONTENTS (2_boundary_conditions/<case>.npz)
|
| 56 |
+
--------------------------------------------------------------------------------
|
| 57 |
+
*** ALL indices are into the npz surface_points array of 3_fea_fields/<case>.npz ***
|
| 58 |
+
*** (the 25k FEM surface mesh, ~24.9k verts) — NOT the native 50k meshes/.obj. ***
|
| 59 |
+
bolt_idx (B,) int32 clamped (Dirichlet) surface nodes = the 4 bolt holes
|
| 60 |
+
bolt_holes (B,) int8 hole label 0..3 for each bolt_idx node (spatial k=4;
|
| 61 |
+
a few cases may show 3 labels if two holes merge)
|
| 62 |
+
lug_idx (L,) int32 loaded (Neumann) surface nodes on the lug/clevis bore
|
| 63 |
+
(same load nodes shared by all 4 load cases)
|
| 64 |
+
n_surface int32 number of surface_points (sanity vs fields npz)
|
| 65 |
+
R float32 lug bore radius (mm)
|
| 66 |
+
jaccard_bolt float32 QC: agreement of re-detected vs U==0 bolt set (~1.0)
|
| 67 |
+
frame str "surface_points (mm, 25k FEM mesh); same index as 3_fea_fields/<case>.npz"
|
| 68 |
+
|
| 69 |
+
Provenance:
|
| 70 |
+
- bolt_idx recovered EXACTLY from the solved fields: nodes with U==0 in ALL 4
|
| 71 |
+
load cases (the Dirichlet-clamped set the solver actually fixed).
|
| 72 |
+
- lug_idx re-detected with the deterministic §3.4.1 bolt/lug pipeline
|
| 73 |
+
(trellis_local.prep) and mapped to surface_points via nearest-neighbour --
|
| 74 |
+
the same mapping fem_solver_nf uses; verified against the U==0 bolt set
|
| 75 |
+
(mean Jaccard 0.9997 over all 15,360).
|
| 76 |
+
Usage example:
|
| 77 |
+
bc = np.load("2_boundary_conditions/<case>.npz")
|
| 78 |
+
fp = np.load("3_fea_fields/<case>.npz")["surface_points"]
|
| 79 |
+
clamped_xyz = fp[bc["bolt_idx"]] # mm coords of clamped bolt nodes
|
| 80 |
+
loaded_xyz = fp[bc["lug_idx"]] # mm coords of loaded lug nodes
|
| 81 |
+
|
| 82 |
+
--------------------------------------------------------------------------------
|
| 83 |
+
SCALAR LABEL COLUMNS (deepjebpp_labels.csv)
|
| 84 |
+
--------------------------------------------------------------------------------
|
| 85 |
+
case, mass_g, vol_mm3, cov_min, dXZ, R,
|
| 86 |
+
ver_maxu, ver_p95vm, ver_maxvm,
|
| 87 |
+
hor_maxu, hor_p95vm, hor_maxvm,
|
| 88 |
+
dia_maxu, dia_p95vm, dia_maxvm,
|
| 89 |
+
tor_maxu, tor_p95vm, tor_maxvm
|
| 90 |
+
- mass_g = mass (Ti-6Al-4V, rho=4.43e-3 g/mm^3) x enclosed volume of the
|
| 91 |
+
registered native ~50k mesh (full-resolution, pymeshfix-watertight).
|
| 92 |
+
- vol_mm3 = that enclosed volume (mm^3).
|
| 93 |
+
- The 3_fea_fields npz store maxu/p95vm; the CSV additionally has maxvm = max von Mises.
|
| 94 |
+
(trellis_fea_percase.csv is the same table WITHOUT mass_g/vol_mm3 — superseded.)
|
| 95 |
+
|
| 96 |
+
--------------------------------------------------------------------------------
|
| 97 |
+
NOTES
|
| 98 |
+
--------------------------------------------------------------------------------
|
| 99 |
+
* All 15,360 fields are at the SAME 25k mesh density (consistent labels).
|
| 100 |
+
* 6 geometrically complex cases failed the standard 25k decimation (self-
|
| 101 |
+
intersecting facets -> tetgen reject). They were re-solved with a robust
|
| 102 |
+
decimation (pymeshfix-clean the original BEFORE decimating; same 25k target
|
| 103 |
+
and same tetgen switches). Their scalars match the CSV within ~0.1-18%
|
| 104 |
+
(vs +30-170% if solved at 200k), so they remain on the 25k scale:
|
| 105 |
+
187-384-diag_xz_mm_IS06, 217-136-diag_xz_mm_IS09, 384-123-diag_xz_mm_IS00,
|
| 106 |
+
384-136-diag_xz_mm_IS18, 384-279-diag_xz_mm_IS13, 384-548-diag_xz_mm_IS08
|
| 107 |
+
* Field npz store surface (boundary) values; max/p95 scalars are over the full
|
| 108 |
+
volume mesh.
|
| 109 |
+
================================================================================
|
| 110 |
+
|
| 111 |
+
--------------------------------------------------------------------------------
|
| 112 |
+
LICENSE
|
| 113 |
+
--------------------------------------------------------------------------------
|
| 114 |
+
This dataset is distributed under CC BY-NC 4.0 (Creative Commons
|
| 115 |
+
Attribution-NonCommercial 4.0 International). See the LICENSE file.
|
| 116 |
+
Non-commercial use only; attribution (cite the DeepJEB++ paper) required.
|
| 117 |
+
https://creativecommons.org/licenses/by-nc/4.0/
|
deepjebpp_labels.csv
ADDED
|
The diff for this file is too large to render.
See raw diff
|
|
|
metadata.json
ADDED
|
@@ -0,0 +1,71 @@
|
|
|
|
|
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| 1 |
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{
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| 2 |
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"license": "CC BY-NC 4.0",
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| 3 |
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"license_url": "https://creativecommons.org/licenses/by-nc/4.0/",
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| 4 |
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"dataset": "DeepJEB++ TRELLIS-generated jet-engine bracket surface-FEA dataset",
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| 5 |
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"version": "1.0",
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| 6 |
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"date": "2026-06-07",
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| 7 |
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"n_cases": 15360,
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| 8 |
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"case_id_format": "<base>-<sub>-diag_xz_mm_IS<aug> (shared by mesh / field / BC / label row)",
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| 9 |
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"units": {
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| 10 |
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"length": "mm",
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| 11 |
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"displacement": "mm",
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| 12 |
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"force": "N",
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| 13 |
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"moment": "N*mm",
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"stress": "MPa",
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"mass": "g",
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"volume": "mm^3"
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| 17 |
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},
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"material": {
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"name": "Ti-6Al-4V",
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| 20 |
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"model": "linear isotropic elasticity (static)",
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| 21 |
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"youngs_modulus_MPa": 113800.0,
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| 22 |
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"poisson_ratio": 0.342,
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| 23 |
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"density_g_per_mm3": 0.00443
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| 24 |
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},
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| 25 |
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"load_cases": [
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{"name": "ver", "type": "force", "direction": [0.0, 0.0, 1.0], "magnitude": 35600.0, "unit": "N"},
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| 27 |
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{"name": "hor", "type": "force", "direction": [-1.0, 0.0, 0.0], "magnitude": 37800.0, "unit": "N"},
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| 28 |
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{"name": "dia", "type": "force", "direction": [-0.669, 0.0, 0.743], "magnitude": 42300.0, "unit": "N"},
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| 29 |
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{"name": "tor", "type": "moment", "direction": [0.0, 1.0, 0.0], "magnitude": 565000.0, "unit": "N*mm"}
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| 30 |
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],
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| 31 |
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"boundary_conditions": {
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| 32 |
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"dirichlet": "4 bolt holes clamped (u = 0)",
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| 33 |
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"neumann": "total traction applied on the lug/clevis bore, shared equally over lug nodes",
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| 34 |
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"interface_detection": "deterministic 4-bolt + loaded-clevis detection (paper 3.4.1), Umeyama-registered to the GT frame",
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| 35 |
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"index_frame": "all BC node indices reference fields/<case>.npz surface_points (25k FEM mesh, ~24.9k verts), NOT the native 50k .obj"
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| 36 |
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},
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| 37 |
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"mesh": {
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| 38 |
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"native_surface": "meshes ~50k verts (.obj), source output_v2/_tri",
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| 39 |
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"fem_surface": "decimated to FEM_TARGET_VERTS=25000, pymeshfix-cleaned",
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| 40 |
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"volume": "tetgen tetrahedralization, switches pq1.2/10Y",
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| 41 |
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"note_robust_6": "6 complex cases (187-384-IS06, 217-136-IS09, 384-123-IS00, 384-136-IS18, 384-279-IS13, 384-548-IS08) used a robust decimation (pymeshfix-before-decimate) to avoid tetgen self-intersection; same 25k target."
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| 42 |
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},
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| 43 |
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"mass": {
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| 44 |
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"formula": "mass_g = density_g_per_mm3 * enclosed_volume_mm3",
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| 45 |
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"volume_source": "pymeshfix-watertight enclosed volume of the registered native ~50k mesh (full resolution; more accurate than the 25k FEM tet volume)",
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| 46 |
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"stats_g": {"min": 83.6, "median": 233.2, "max": 1500.7}
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| 47 |
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},
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| 48 |
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"layout": {
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| 49 |
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"1_surface_meshes/": "15,360 input surface meshes (.obj, native ~50k verts)",
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| 50 |
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"2_boundary_conditions/": "15,360 BC (.npz): bolt_idx, bolt_holes(0-3), lug_idx, n_surface, R, jaccard_bolt, frame",
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| 51 |
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"3_fea_fields/": "15,360 surface FEA fields (.npz): surface_points, surface_faces, R, cov_min, dXZ, and per load {ver,hor,dia,tor}_U, _vm, _maxu, _p95vm",
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| 52 |
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"deepjebpp_labels.csv": "per-case scalar labels (15,360 rows): case, mass_g, vol_mm3, cov_min, dXZ, R, {load}_maxu, {load}_p95vm, {load}_maxvm",
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| 53 |
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"metadata.json": "this file",
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| 54 |
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"README.txt": "human-readable spec"
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| 55 |
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},
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| 56 |
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"field_npz_keys": {
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| 57 |
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"surface_points": "(N,3) float32 mm",
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| 58 |
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"surface_faces": "(M,3) int32",
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| 59 |
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"R": "float lug bore radius mm",
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| 60 |
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"cov_min": "float lug-detection diagnostic",
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| 61 |
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"dXZ": "float lug-detection diagnostic",
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| 62 |
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"<load>_U": "(N,3) float32 surface displacement mm",
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| 63 |
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"<load>_vm": "(N,) float32 surface von Mises MPa",
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| 64 |
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"<load>_maxu": "float max displacement magnitude over volume mm",
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| 65 |
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"<load>_p95vm": "float 95th-percentile von Mises over volume nodes MPa"
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| 66 |
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},
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| 67 |
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"notes": {
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| 68 |
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"mass_vs_cad_validation": "The paper's 'R^2=0.9999 vs CAD' mass validation refers to the volume->mass pipeline checked against CAD reference masses (SimJEB GT, which has CAD). Generated TRELLIS brackets have no CAD counterpart, so that validation is not reproduced per-case here; the same deterministic volume pipeline is used.",
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| 69 |
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"all_at_25k": "All 15,360 field/BC entries are at the same 25k FEM mesh density (consistent labels)."
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| 70 |
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}
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| 71 |
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}
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