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README.md
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---
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-
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- name: topology
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dtype:
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image:
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mode: '1'
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- name: loads
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dtype:
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array2_d:
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shape:
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- null
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- 4
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dtype: float32
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- name: boundary conditions
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dtype:
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array2_d:
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shape:
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- null
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- 4
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dtype: float32
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- name: volume fraction
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dtype: float32
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- name: aspect ratio
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dtype: float32
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splits:
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- name: train
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num_bytes: 74333257
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num_examples: 84667
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- name: test
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num_bytes: 1383627
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num_examples: 1500
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download_size: 65822552
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dataset_size: 75716884
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configs:
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- config_name: default
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data_files:
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- split: train
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path: data/train-*
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- split: test
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path: data/test-*
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---
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---
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license: mit
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size_categories: [10K<n<100K]
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---
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# OpenTO-NL
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Finite-strain (geometrically nonlinear) topology optimization designs in the OpenTO scheme.
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| column | type | meaning |
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|---|---|---|
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| `topology` | 1-bit image (nelx, nely) | the design, binary |
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| `loads` | (n, 4) float32 | rows (c0, c1, fx, fy): node position in long-edge-normalized matrix coordinates and the PHYSICAL load vector |
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| `boundary conditions` | (n, 4) float32 | rows (c0, c1, fix_x, fix_y) |
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| `volume fraction` | float32 | target volume fraction |
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| `aspect ratio` | float32 | nely / nelx |
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Material: modified Saint Venant-Kirchhoff, plane strain, E = 1, nu = 0.3, unit elements, void at the SIMP
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floor (E_min = 1e-6). Loads are absolute: the same structure at a larger load is a different, nonlinear problem.
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Every design was checked with a finite-strain path-following solver and carries its applied load: a converged
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equilibrium exists at the applied load and the design's limit load is at or above it.
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Splits: `train` 84,667 samples, `test` 1,500 samples; the test boundary conditions (supports and load pattern)
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do not occur in train at any volume fraction.
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