test: onboard quad 02 phase1 reference
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NINI
@@ -9,6 +9,11 @@ Abaqus is not run by the repository validation flow. Files here are treated as s
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| Case | Input | Result Artifact | Notes |
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| `quad_01` | `quad_01.inp` | `quad_01_displacements.csv` | Abaqus/CAE Learning Edition 2024 source input; displacement CSV has 121 nodal rows |
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| `quad_02` | `quad_02.inp` | `quad_02_displacements.csv` | Abaqus/CAE Learning Edition 2024 source input; `TYPE=S4`; displacement CSV has 121 nodal rows; original input remains unsupported provenance because it contains Abaqus/CAE scaffolding |
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| `quad_02_phase1` | `quad_02_phase1.inp` | `quad_02_displacements.csv` | Normalized Phase 1 parser-compatible derivative of `quad_02.inp`; preserves ids, connectivity, material, shell thickness, fixed boundary set, and concentrated load |
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Case-specific notes:
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- `quad_02_notes.md`
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## Displacement CSV Format
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@@ -35,3 +40,5 @@ Mapping to FESA:
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Stored Abaqus inputs may contain features outside the current FESA Phase 1 parser subset. Preserve the original files and document unsupported features instead of editing them in place.
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`quad_01.inp` currently includes `TYPE=S4R`, `Part/Assembly/Instance`, `*Density`, and `NLGEOM=YES`. These are stored for reference provenance and future compatibility work; they are not Phase 1 parser acceptance requirements unless `docs/ABAQUS_INPUT_SUBSET.md` and `docs/ADR.md` are updated.
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`quad_02.inp` currently includes `TYPE=S4`, `Part/Assembly/Instance`, `*Density`, restart/output request keywords, and Abaqus/CAE step metadata. `quad_02_phase1.inp` is the accepted Phase 1-compatible derivative input. The original file must continue to be treated as stored provenance, not as parser acceptance.
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@@ -0,0 +1,85 @@
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# quad_02 Reference Notes
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## Purpose
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`quad_02` is the first stored Abaqus `TYPE=S4` reference pair intended for the Phase 1 MITC4 rebaseline path.
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The original Abaqus input remains preserved as provenance:
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- `quad_02.inp`
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- `quad_02_displacements.csv`
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The Phase 1 parser-compatible derivative input is:
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- `quad_02_phase1.inp`
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## Provenance
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- Source solver: Abaqus/CAE Learning Edition 2024, as recorded in `quad_02.inp`.
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- Original job name: `quad_02`.
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- Source model name: `Model-1`.
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- Unit system: self-consistent source units. FESA does not enforce or convert units.
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## Compatibility
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`quad_02.inp` uses `TYPE=S4`, which is the Phase 1 target mapped to FESA `MITC4`.
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The original file also contains Abaqus/CAE features outside the current Phase 1 parser subset:
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- `*Part`
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- `*Assembly`
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- `*Instance`
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- `*Density`
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- output and restart request keywords
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These features remain unsupported in Phase 1 unless `docs/ABAQUS_INPUT_SUBSET.md` and ADRs are explicitly updated. Tests must continue to reject the original file as unsupported provenance.
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## Normalized Input
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`quad_02_phase1.inp` is a derivative input created for Phase 1 parser and later solver regression work.
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It preserves:
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- 121 node ids and coordinates.
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- 100 `TYPE=S4` quadrilateral elements and connectivity.
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- Elastic material values `E = 7.0e10`, `nu = 0.3`.
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- Shell thickness `1.0`.
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- Fixed boundary nodes from the original assembly-level boundary set.
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- Concentrated load at node `2`, DOF `3`, magnitude `-100000.0`.
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It removes:
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- Abaqus/CAE `Part/Assembly/Instance` scaffolding.
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- `*Density`, because density is not used by Phase 1 linear static analysis.
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- restart/output requests.
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- step increment parameters and static time data not needed by the Phase 1 parser subset.
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## Result Mapping
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`quad_02_displacements.csv` is an Abaqus-exported nodal displacement table with 121 rows.
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Required columns:
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- `Node Label`
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- `U-U1`
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- `U-U2`
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- `U-U3`
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- `UR-UR1`
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- `UR-UR2`
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- `UR-UR3`
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It maps to FESA field output:
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```text
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/results/steps/Step-1/frames/0/fieldOutputs/U
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```
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with component order:
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```text
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UX, UY, UZ, RX, RY, RZ
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```
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## Initial Tolerance
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Use the project default reference displacement starting point until case-specific calibration is justified:
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```text
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abs_tol = 1.0e-12
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rel_tol = 1.0e-5
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reference_scale = 1.0
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```
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Do not tune tolerances or drilling stiffness to make this single case pass.
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## Current Limitations
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- `RF` has no paired Abaqus reaction CSV yet; verify `RF` by full-vector equilibrium until a `quad_02_reactions.csv` artifact is provided.
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- Solver displacement comparison against this case must wait until the MITC4 rebuild and end-to-end linear static workflow are complete.
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@@ -0,0 +1,252 @@
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** FESA Phase 1 normalized derivative of references/quad_02.inp
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** Original source: Abaqus/CAE Learning Edition 2024, job quad_02.
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** Paired displacement reference: references/quad_02_displacements.csv.
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** Unit system: self-consistent source units; FESA does not enforce unit conversion.
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** Normalization policy:
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** - Preserve original node ids, element ids, S4 connectivity, material E/nu,
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** shell thickness, fixed node set, concentrated load node, and load value.
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** - Remove unsupported Abaqus/CAE scaffolding: Part, Assembly, Instance,
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** Density, Restart, Output, and Step increment parameters.
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*Node
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1, 10., 0., 0.
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2, 0., 0., 0.
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3, 0., -10., 0.
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4, 10., -10., 0.
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5, -10., 0., 0.
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6, -10., -10., 0.
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7, 0., 10., 0.
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8, -10., 10., 0.
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9, 10., 10., 0.
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10, 8., 0., 0.
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11, 6., 0., 0.
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12, 4., 0., 0.
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13, 2., 0., 0.
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14, 0., -2., 0.
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15, 0., -4., 0.
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16, 0., -6., 0.
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17, 0., -8., 0.
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18, 2., -10., 0.
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19, 4., -10., 0.
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20, 6., -10., 0.
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21, 8., -10., 0.
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22, 10., -8., 0.
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23, 10., -6., 0.
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24, 10., -4., 0.
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25, 10., -2., 0.
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26, -2., 0., 0.
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27, -4., 0., 0.
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28, -6., 0., 0.
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29, -8., 0., 0.
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30, -10., -2., 0.
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31, -10., -4., 0.
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32, -10., -6., 0.
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33, -10., -8., 0.
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34, -8., -10., 0.
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35, -6., -10., 0.
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36, -4., -10., 0.
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37, -2., -10., 0.
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38, 0., 2., 0.
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39, 0., 4., 0.
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40, 0., 6., 0.
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41, 0., 8., 0.
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42, -2., 10., 0.
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43, -4., 10., 0.
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44, -6., 10., 0.
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45, -8., 10., 0.
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46, -10., 8., 0.
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47, -10., 6., 0.
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48, -10., 4., 0.
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49, -10., 2., 0.
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50, 10., 2., 0.
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51, 10., 4., 0.
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52, 10., 6., 0.
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53, 10., 8., 0.
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54, 8., 10., 0.
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55, 6., 10., 0.
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56, 4., 10., 0.
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57, 2., 10., 0.
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58, 8., -2., 0.
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59, 6., -2., 0.
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60, 4., -2., 0.
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61, 2., -2., 0.
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62, 8., -4., 0.
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63, 6., -4., 0.
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64, 4., -4., 0.
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65, 2., -4., 0.
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66, 8., -6., 0.
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67, 6., -6., 0.
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68, 4., -6., 0.
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69, 2., -6., 0.
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70, 8., -8., 0.
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71, 6., -8., 0.
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72, 4., -8., 0.
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73, 2., -8., 0.
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74, -2., -2., 0.
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75, -4., -2., 0.
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76, -6., -2., 0.
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77, -8., -2., 0.
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78, -2., -4., 0.
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79, -4., -4., 0.
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80, -6., -4., 0.
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81, -8., -4., 0.
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82, -2., -6., 0.
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83, -4., -6., 0.
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84, -6., -6., 0.
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85, -8., -6., 0.
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86, -2., -8., 0.
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87, -4., -8., 0.
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88, -6., -8., 0.
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89, -8., -8., 0.
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90, -8., 2., 0.
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91, -6., 2., 0.
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92, -4., 2., 0.
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93, -2., 2., 0.
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94, -8., 4., 0.
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95, -6., 4., 0.
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96, -4., 4., 0.
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97, -2., 4., 0.
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98, -8., 6., 0.
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99, -6., 6., 0.
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100, -4., 6., 0.
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101, -2., 6., 0.
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102, -8., 8., 0.
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103, -6., 8., 0.
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104, -4., 8., 0.
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105, -2., 8., 0.
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106, 2., 2., 0.
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107, 4., 2., 0.
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108, 6., 2., 0.
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109, 8., 2., 0.
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110, 2., 4., 0.
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111, 4., 4., 0.
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112, 6., 4., 0.
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113, 8., 4., 0.
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114, 2., 6., 0.
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115, 4., 6., 0.
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116, 6., 6., 0.
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117, 8., 6., 0.
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118, 2., 8., 0.
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119, 4., 8., 0.
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120, 6., 8., 0.
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121, 8., 8., 0.
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*Element, type=S4, elset=all_elements
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1, 1, 10, 58, 25
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2, 10, 11, 59, 58
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3, 11, 12, 60, 59
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4, 12, 13, 61, 60
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5, 13, 2, 14, 61
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6, 25, 58, 62, 24
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7, 58, 59, 63, 62
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8, 59, 60, 64, 63
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9, 60, 61, 65, 64
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10, 61, 14, 15, 65
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11, 24, 62, 66, 23
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12, 62, 63, 67, 66
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13, 63, 64, 68, 67
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14, 64, 65, 69, 68
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15, 65, 15, 16, 69
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16, 23, 66, 70, 22
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17, 66, 67, 71, 70
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18, 67, 68, 72, 71
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19, 68, 69, 73, 72
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20, 69, 16, 17, 73
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21, 22, 70, 21, 4
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22, 70, 71, 20, 21
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23, 71, 72, 19, 20
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24, 72, 73, 18, 19
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25, 73, 17, 3, 18
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26, 2, 26, 74, 14
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27, 26, 27, 75, 74
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28, 27, 28, 76, 75
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29, 28, 29, 77, 76
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30, 29, 5, 30, 77
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31, 14, 74, 78, 15
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32, 74, 75, 79, 78
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33, 75, 76, 80, 79
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34, 76, 77, 81, 80
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35, 77, 30, 31, 81
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36, 15, 78, 82, 16
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37, 78, 79, 83, 82
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38, 79, 80, 84, 83
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39, 80, 81, 85, 84
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40, 81, 31, 32, 85
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41, 16, 82, 86, 17
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42, 82, 83, 87, 86
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43, 83, 84, 88, 87
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44, 84, 85, 89, 88
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45, 85, 32, 33, 89
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46, 17, 86, 37, 3
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47, 86, 87, 36, 37
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48, 87, 88, 35, 36
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49, 88, 89, 34, 35
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50, 89, 33, 6, 34
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51, 5, 29, 90, 49
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52, 29, 28, 91, 90
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53, 28, 27, 92, 91
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54, 27, 26, 93, 92
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55, 26, 2, 38, 93
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56, 49, 90, 94, 48
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57, 90, 91, 95, 94
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58, 91, 92, 96, 95
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59, 92, 93, 97, 96
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60, 93, 38, 39, 97
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61, 48, 94, 98, 47
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62, 94, 95, 99, 98
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63, 95, 96, 100, 99
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64, 96, 97, 101, 100
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65, 97, 39, 40, 101
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66, 47, 98, 102, 46
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67, 98, 99, 103, 102
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68, 99, 100, 104, 103
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69, 100, 101, 105, 104
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70, 101, 40, 41, 105
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71, 46, 102, 45, 8
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72, 102, 103, 44, 45
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73, 103, 104, 43, 44
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74, 104, 105, 42, 43
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75, 105, 41, 7, 42
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76, 2, 13, 106, 38
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77, 13, 12, 107, 106
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78, 12, 11, 108, 107
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79, 11, 10, 109, 108
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80, 10, 1, 50, 109
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81, 38, 106, 110, 39
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82, 106, 107, 111, 110
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83, 107, 108, 112, 111
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84, 108, 109, 113, 112
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85, 109, 50, 51, 113
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86, 39, 110, 114, 40
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87, 110, 111, 115, 114
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88, 111, 112, 116, 115
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89, 112, 113, 117, 116
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90, 113, 51, 52, 117
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91, 40, 114, 118, 41
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92, 114, 115, 119, 118
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93, 115, 116, 120, 119
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94, 116, 117, 121, 120
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95, 117, 52, 53, 121
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96, 41, 118, 57, 7
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97, 118, 119, 56, 57
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98, 119, 120, 55, 56
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99, 120, 121, 54, 55
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100, 121, 53, 9, 54
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*Elset, elset=all_elements, generate
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1, 100, 1
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*Nset, nset=fixed_boundary
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1, 3, 4, 5, 6, 7, 8, 9, 18, 19, 20, 21, 22, 23, 24, 25
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30, 31, 32, 33, 34, 35, 36, 37, 42, 43, 44, 45, 46, 47, 48, 49
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50, 51, 52, 53, 54, 55, 56, 57
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*Nset, nset=load_node
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2
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*Material, name=material_1
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*Elastic
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7.0e10, 0.3
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*Shell Section, elset=all_elements, material=material_1
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1.0
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*Boundary
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fixed_boundary, 1, 6, 0.0
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*Step, name=Step-1
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*Static
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*Cload
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load_node, 3, -100000.0
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*End Step
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