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  ---
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- dataset_info:
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- features:
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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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+
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+ Finite-strain (geometrically nonlinear) topology optimization designs in the OpenTO scheme.
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+
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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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+
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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.