FESADev/docs/reference-models/linear-static-3d-euler-beam-reference-models.md

Linear Static 3D Euler Beam Reference Models

Metadata

• feature_id: linear-static-3d-euler-beam
• source_requirement: docs/requirements/linear-static-3d-euler-beam.md
• source_research: docs/research/linear-static-3d-euler-beam-research.md
• source_formulation: docs/formulations/3d-isoparametric-euler-beam-formulation.md
• source_numerical_review: docs/numerical-reviews/linear-static-3d-euler-beam-review.md
• source_io_definition: docs/io-definitions/linear-static-3d-euler-beam-io.md
• approved_design: docs/superpowers/specs/2026-08-08-linear-static-3d-euler-beam-design.md
• status: ready-for-implementation-planning
• owner_agent: reference-model-agent
• date: 2026-08-09
• approved_reference_model: cantilever-beam-b33
• approved_reference_schema: abaqus-cae-report-csv-v0
• reference_baseline: reference/cantilever beam/ at source commit 2b34d0b

이 문서는 구현 전에 필요한 code verification, analytical solution verification 및 approved B33 reference comparison의 모델·artifact 계약을 정의한다. 이 status는 모델과 테스트를 구현 계획으로 넘길 준비가 되었다는 뜻일 뿐, FESA 결과 비교, physics sanity, release readiness 또는 Abaqus full compatibility의 pass를 뜻하지 않는다.

Reference Strategy

Code verification

요소 수식과 solver infrastructure를 외부 reference 값 없이 직접 검사한다. Hermite 보간, theta_y=-dw/dx, 4x12 B, 12x12 closed-form stiffness, 2-point Gauss, six rigid modes/rank 6, positive deformation energy, local/global transform, constant local line-load kernel, constrained partition, deterministic assembly 및 HDF5 schema가 대상이다. Numerical Review의 NR-T01부터 NR-T11까지를 구현 전 RED test inventory로 사용한다.

Analytical solution verification

서로 분리된 axial, torsion, local y bending, local z bending cantilever와 rigidly rotated beam을 사용한다. 각 모델은 displacement/rotation, reaction, end action, section resultant, residual 및 해당되는 axial S11을 upstream closed form과 비교한다. Nonzero prescribed displacement는 partition 식을, constant local line load는 formulation-only equivalent-vector 식을 검증한다. 이 모델들은 Abaqus CSV를 요구하지 않는 code/solution test fixtures이며 reference artifact bundle로 가장하지 않는다.

B33 reference comparison

논리 모델 cantilever-beam-b33의 exact read-only legacy bundle만 사용하여 FESA results.h5의 displacement, reaction 및 endpoint section resultant를 Abaqus/CAE report CSV row와 비교한다. Artifact precheck와 exact row-set matching이 먼저 통과해야 하며, 수치 비교는 component-scale mixed tolerance를 사용한다. Axial S11 output은 필수지만 Abaqus beam stress comparison은 명시적 N/A다.

Excluded validation scope

실험 자료에 대한 physical validation, Abaqus/Nastran 실행, 새로운 reference 값 생성, deep-beam/Timoshenko validation, warping, I12!=0, instance transform, nonlinear/dynamic behavior는 이 portfolio에 포함하지 않는다.

Model Inventory

model_id	category	purpose	target quantities or tests	required artifacts	status
smoke-b33-cli	smoke	단일 B33 deck의 parse-to-HDF5와 mandatory output 확인	CLI, diagnostics, HDF5 paths/identity/atomicity	implementation test fixture; Abaqus CSV N/A	planned
cv-b33-shape-stiffness	code verification	Hermite, B, closed-form stiffness, 2-point Gauss와 signed line-load kernel 격리	NR-T01, NR-T03, NR-T06	in-process test data; reference bundle N/A	planned
cv-b33-patch-rigid-assembly	patch test	constant strain/curvature, six rigid modes, rank/energy와 deterministic assembly 확인	NR-T02, NR-T04, NR-T11	implementation test mesh; Abaqus CSV N/A	planned
an-b33-axial-cantilever	analytical	axial response와 centroidal axial stress 확인	UX, RF1, N, FX, S11, residual	analytical test fixture; Abaqus CSV N/A	planned
an-b33-torsion-cantilever	analytical	Saint-Venant torsion response 확인	URX, RM1, T, MX, residual	analytical test fixture; Abaqus CSV N/A	planned
an-b33-local-y-bending	analytical	local +y force와 Iz=I22 bending 확인	UY, URZ, RF2, RM3, Mz, FY, residual	analytical test fixture; Abaqus CSV N/A	planned
an-b33-local-z-bending	analytical	local +z force와 Iy=I11, theta_y=-w' 확인	UZ, URY, RF3, RM2, My, FZ, S11, residual	analytical test fixture; Abaqus CSV N/A	planned
an-b33-rotated-space	analytical	non-axis-aligned 3D beam의 transform와 energy invariance 확인	transformed displacement/reaction/resultant, work, energy, NR-T05	analytical test fixture; Abaqus CSV N/A	planned
an-b33-prescribed-displacement	analytical	nonzero dc effective RHS, full reconstruction와 reaction 확인	df, dc, K*d-F, NR-T09	analytical algebra fixture; Abaqus CSV N/A	planned
an-b33-line-load-kernel	analytical	formulation-only constant local line-load equivalent vector 확인	signed 12-component vector, mesh convergence negative/positive control	element unit fixture; *DLOAD reference N/A	planned
neg-b33-input-contract	negative/invalid-input	unsupported/malformed input과 model-validation diagnostic 확인	B31, second step, transform, nested assembly, I12, geometry, property, keyword cases	invalid input fixtures; result CSV N/A	planned
cantilever-beam-b33	benchmark and regression	approved Abaqus B33 nodal/section rows와 end-to-end 회귀 비교	displacement, reaction, section resultant; stress N/A	exact legacy four-file bundle	inventory-ready; comparison not run

planned analytical/code rows do not have missing reference artifacts: their acceptance source is the reviewed formulation or an exact invariant. Only a model intended for Abaqus reference comparison is subject to the CSV bundle requirement.

Model Records

Code and patch verification records

model_id	analysis and element	material/section	boundary/load	expected target and tolerance	source
smoke-b33-cli	single linear static, two-node B33 minimum deck	finite positive isotropic E,nu,A,Iy,Iz,J, I12=0	stable cantilever constraint and one *CLOAD	mandatory HDF5 inventory, identity and finite rows; exact schema	requirements and I/O definition
cv-b33-shape-stiffness	free two-node Euler beam element	unequal positive EA,GJ,EIy,EIz to expose component swaps	no global BC/load; direct element states and local line load	matrix/Gauss/line-load normalized error <=1e-12; signed components exact by contract	formulation sections 8-13; NR-T01/T03/T06
cv-b33-patch-rigid-assembly	one/multiple identity-oriented B33 elements	positive, well-scaled properties	rigid translation/rotation and constant strain/curvature fields	rigid residual <=1e-10, rank 6, positive deformation energy; identical CSR structure and values normalized <=1e-12	numerical review NR-T02/T04/T11

Analytical inventory

All analytical beam records use a straight prismatic B33 member, homogeneous isotropic linear elasticity with positive E,G,A,Iy,Iz,J, I12=0, small displacement/rotation and a fixed root. Signs follow the approved local (x,y,z)=(t,n1,t x n1) convention.

model_id	boundary conditions and load	target quantity/test	analytical target	tolerance/status
an-b33-axial-cantilever	root DOFs fixed; free-end local axial force Px	tip UX, root RF1, constant N, outward FX, centroid S11, residual	u(L)=Px*L/(E*A) with force equilibrium and S11=N/A	relative 1e-9; residual normalized 1e-10; planned
an-b33-torsion-cantilever	root fixed; free-end local torque Mx	tip URX, root RM1, constant T, outward MX, residual	theta_x(L)=Mx*L/(G*J) with torque equilibrium	relative 1e-9; residual normalized 1e-10; planned
an-b33-local-y-bending	root fixed; free-end force Py along local +y	tip UY, URZ, root RF2/RM3, endpoint Mz/FY, residual	v(L)=Py*L^3/(3*E*Iz), theta_z(L)=Py*L^2/(2*E*Iz)	relative 1e-9; end-sign normalized 1e-12; planned
an-b33-local-z-bending	root fixed; free-end force Pz along local +z	tip UZ, URY, root RF3/RM2, endpoint My/FZ, section-point S11, residual	w(L)=Pz*L^3/(3*E*Iy), theta_y(L)=-Pz*L^2/(2*E*Iy)	relative 1e-9; end-sign normalized 1e-12; planned
an-b33-rotated-space	rigidly rotate the axial/torsion/two-bending fixtures to a non-axis-aligned direction	R*R^T, det(R), transformed displacement/reaction/resultant, work and energy	inverse-rotated physical results equal axis-aligned cases; det(R)=+1	normalized 1e-12; planned
an-b33-prescribed-displacement	stable free/constrained partition with nonzero dc, finite Ff and Fc	effective RHS, df, full d, constrained reaction and free residual	rhs=Ff-Kfc*dc, Rc=Kcf*df+Kcc*dc-Fc	normalized 1e-10; planned
an-b33-line-load-kernel	element-level constant local [px,py,pz,mx]; no parser/CLI *DLOAD	all 12 equivalent nodal components and signed end moments	formulation section 12.2 closed-form vector	normalized 1e-12; planned

The rotated record covers transformation rather than Abaqus instance transforms. The line-load record covers only the element kernel and must be paired with a negative parser test proving that *DLOAD remains unsupported.

Invalid-input record

neg-b33-input-contract is a table-driven portfolio. Each case uses the smallest otherwise-valid single-step deck and changes only the named condition.

case	expected result
TYPE=B31	unsupported-element-formulation; no Euler element
second *STEP	unsupported-multiple-step; no solve/output
instance translation or rotation data	unsupported-instance-transform
nested assembly/dependent mesh semantic	structured unsupported diagnostic
I12!=0	unsupported-coupled-section model failure
nonpositive E,G,A,Iy,Iz,J	invalid-beam-property model failure
zero/near-zero length	invalid-beam-length at the approved scale-aware boundary
zero/tangent-parallel guide vector	invalid-beam-guide-vector at the approved projection boundary
*DLOAD or unlisted model-affecting keyword	unsupported-keyword; no distributed-load Domain object
malformed row, duplicate entity or dangling reference	input failure with source-backed deterministic diagnostic
missing/extra/duplicate/nonfinite/schema- or identity-mismatched reference row	comparison precheck failure before tolerance evaluation

Approved reference record: cantilever-beam-b33

• category: benchmark and regression
• purpose: end-to-end B33 displacement, reaction and section-resultant comparison
• analysis_type: single linear static
• element_type: ten straight two-node TYPE=B33 elements, source labels 1 through 10
• geometry: global x-axis cantilever, total length 10 m, eleven source nodes
• material: E=2.1e11, nu=0.3, SI
• section: A=1, I11=0.0833333, I12=0, I22=0.0833333, J=0.140833; n1=(0,1,0)
• boundary_conditions: source node 1, DOFs 1 through 6 fixed
• load: source node 11, global DOF 3, magnitude -1e6 N
• model_id: cantilever-beam-b33
• logical_schema: abaqus-cae-report-csv-v0
• source_commit: 2b34d0b
• generator: Abaqus/CAE Learning Edition 2024
• units: SI
• nodal_coordinate_system: global Cartesian
• section_force_coordinate_system: beam local
• step_name: Step-1
• increment: 1
• step_time: 1.0
• artifact_status: all four exact paths present; structural precheck observed; FESA comparison not run
• stress: N/A for Abaqus reference comparison; mandatory FESA S11 remains covered by unit/analytical and HDF5 schema tests

The input and CSV numeric reference values are not recalculated, repaired, rounded, clamped or otherwise re-derived by this contract.

Abaqus Input Requirements

The approved input is exactly reference/cantilever beam/cantilever beam.inp. Read-only inspection confirms that it contains *ELEMENT, TYPE=B33 and remains within the V0 supported subset plus the documented warning no-op output-request allowlist. Its single identity instance is PART-1_1-1; its canonical result identity is (Step-1, frame 0) from increment 1, step time 1.0.

For later reference models:

• model.inp shall use only the feature-approved Abaqus keyword subset.
• Model data shall define nodes, B33 connectivity, sets, material, general section and orientation.
• History data shall define exactly one *STEP, *STATIC, supported boundary conditions and nodal loads.
• TYPE=B31, instance transform, nested assembly, I12!=0 and *DLOAD are not admissible ways to create a positive V0 reference model.
• Abaqus output requests may be present for human generation of required CSVs, but they are warning no-ops for FESA and never select mandatory HDF5 output.

Artifact Bundle Contract

Approved legacy exception

The following exact paths are the entire approved read-only bundle:

reference/cantilever beam/cantilever beam.inp
reference/cantilever beam/cantilever beam displacements.csv
reference/cantilever beam/cantilever beam reactions.csv
reference/cantilever beam/cantilever beam elemental forces.csv

These files shall not be generated, modified, renamed, corrected or restored by an agent or Harness. Their spaces and existing CAE report headers are legacy aliases, not a naming pattern for new models.

Only for this approved legacy bundle:

• metadata.json: N/A
• README.md: N/A
• stress CSV: N/A because beam stress reference comparison is outside the approved V0 scope

The approved design and this contract jointly replace those missing files by recording model ID, provenance, generator, source commit, units, coordinate systems, step/frame identity, logical CSV schema, exact inventory, tolerance policy and the stress N/A reason. Their absence therefore does not change the legacy record to needs-reference-artifacts.

Future reference bundles

Every later reference model shall use this structure unless its approved requirement explicitly marks a quantity N/A:

reference/
  <model-id>/
    model.inp
    metadata.json
    <model-id>_displacements.csv
    <model-id>_reactions.csv
    <model-id>_internalforces.csv
    <model-id>_stresses.csv
    README.md

CSV names are canonical <model-id>_*.csv names. metadata.json and README.md are mandatory. A quantity CSV may be omitted only when the upstream acceptance contract explicitly records N/A and gives its verification replacement. Missing required files keep that model at needs-reference-artifacts.

Metadata JSON Contract

metadata.json is N/A only for cantilever-beam-b33. Every later bundle shall include at least:

{
  "feature_id": "linear-static-3d-euler-beam",
  "model_id": "<model-id>",
  "artifact_status": "needs-reference-artifacts | ready-for-verification",
  "input_file": "model.inp",
  "abaqus_version": "<exact generator/version>",
  "generation_owner": "<person or approved procedure>",
  "generation_date": "<YYYY-MM-DD>",
  "source_commit": "<commit>",
  "units": "<consistent unit system>",
  "coordinate_system": "<nodal and element result systems>",
  "analysis_type": "single linear static",
  "element_types": ["B33"],
  "step_name": "Step-1",
  "increment": 1,
  "step_time": 1.0,
  "output_requests": ["U", "RF", "SF"],
  "reference_csv_schema_version": "<approved schema>",
  "reference_csv_files": ["<canonical filenames>"],
  "tolerance_policy": "<approved quantity/component policy>",
  "limitations": ["<known limitations and explicit N/A quantities>"]
}

No agent may invent unknown provenance fields or mark a bundle ready merely because filenames exist.

Abaqus Reference CSV Requirements

Header comparison trims whitespace around each comma-separated field but does not rename fields. For every file, Frame must normalize exactly from Increment 1: Step Time = 1.000 to (Step-1, frame 0), Part Instance Name must resolve to the preserved instance identity, Node Label must be a unique source-node station, and all projected numeric values must be finite.

exact legacy path	expected trimmed header	unique row key	observed inventory
reference/cantilever beam/cantilever beam displacements.csv	Frame, Part Instance Name, Node Label, U-U1, U-U2, U-U3, UR-UR1, UR-UR2, UR-UR3	(Frame, Part Instance Name, Node Label)	11 rows; header/key/finite/arity checks observed
reference/cantilever beam/cantilever beam reactions.csv	Frame, Part Instance Name, Node Label, RF-RF1, RF-RF2, RF-RF3, RM-RM1, RM-RM2, RM-RM3	(Frame, Part Instance Name, Node Label)	11 rows; header/key/finite/arity checks observed
reference/cantilever beam/cantilever beam elemental forces.csv	Frame, Part Instance Name, Node Label, SF-SF1, SM-SM1, SM-SM2, SM-SM3	(Frame, Part Instance Name, Node Label)	11 rows; header/key/finite/arity checks observed

The wide-row key becomes unique canonical component rows after adding quantity and component. Missing, extra, duplicate, nonfinite, header/schema or identity mismatch stops comparison as needs-reference-artifacts or schema-mismatch. No bad or near-zero row may be silently dropped.

For the elemental-force CSV, source node station is not an element-end identity. A boundary station uses its only incident endpoint. An interior station may collapse exactly two endpoints only when chain connectivity, section and local axes are consistent and the station has no concentrated force/moment. The two positive-local-x section-cut values must first agree within the approved component tolerance. If they agree, choose the endpoint with smaller stable internal element ID; never average. Reversed orientation, branch, section jump, local-axis discontinuity or loaded interior station requires an element-aware future schema and is a schema-mismatch under this legacy schema.

Coverage Matrix

The authoritative comparison source is FESA HDF5, not an extracted FESA CSV. Dataset paths use the canonical V0 step identity.

verification quantity	requirement ids	model_id	FESA HDF5 dataset	legacy CSV and components	row identity/location	tolerance	verification method	status
nodal displacement/rotation	003, 029-031, 036-042	cantilever-beam-b33	/steps/Step-1/frames/0/nodal/displacement	reference/cantilever beam/cantilever beam displacements.csv: U-U1/U-U2/U-U3 -> UX/UY/UZ, UR-UR1/UR-UR2/UR-UR3 -> URX/URY/URZ	preserved instance + source node; global nodal	1e-9 + 1e-6*reference_scale per displacement/rotation component	HDF5-to-read-only CSV after artifact/row-set precheck	ready for implementation planning; comparison not run
nodal reaction force	007, 027, 029-031, 036-042	cantilever-beam-b33	/steps/Step-1/frames/0/nodal/reaction	reference/cantilever beam/cantilever beam reactions.csv: RF-RF1/RF-RF2/RF-RF3 -> RF1/RF2/RF3	preserved instance + source node; global nodal	1e-3 + 1e-6*reference_scale per force component	HDF5-to-read-only CSV plus global equilibrium	ready for implementation planning; comparison not run
nodal reaction moment	007, 027, 029-031, 036-042	cantilever-beam-b33	/steps/Step-1/frames/0/nodal/reaction	reference/cantilever beam/cantilever beam reactions.csv: RM-RM1/RM-RM2/RM-RM3 -> RM1/RM2/RM3	preserved instance + source node; global nodal	1e-3 + 1e-6*reference_scale per moment component	HDF5-to-read-only CSV plus moment equilibrium	ready for implementation planning; comparison not run
section axial force	031, 036-042	cantilever-beam-b33	/steps/Step-1/frames/0/element/section_resultant	reference/cantilever beam/cantilever beam elemental forces.csv: SF-SF1 -> N	positive-local-x endpoint projected to eligible source node station	1e-3 + 1e-6*reference_scale for N	endpoint consistency, deterministic station selection, HDF5-to-CSV	ready for implementation planning; comparison not run
section moments/torsion	031, 036-042	cantilever-beam-b33	/steps/Step-1/frames/0/element/section_resultant	reference/cantilever beam/cantilever beam elemental forces.csv: SM-SM1 -> My, SM-SM2 -> Mz, SM-SM3 -> T	positive-local-x endpoint projected to eligible source node station; beam local	1e-3 + 1e-6*reference_scale separately for My, Mz, T	endpoint consistency, deterministic station selection, HDF5-to-CSV	ready for implementation planning; comparison not run
equilibrium end action	031, 035, 043	analytical models and physics portfolio	/steps/Step-1/frames/0/element/end_force_local	Abaqus CSV N/A for direct outward-action comparison	element endpoint xi=-1,+1; local outward action [FX,FY,FZ,MX,MY,MZ]	analytical normalized 1e-12; residual 1e-10	unit/analytical end-sign tests and later physics sanity	planned
generalized strain/resultant	029, 031, 035	code and analytical models	/steps/Step-1/frames/0/element/generalized_strain and /steps/Step-1/frames/0/element/generalized_resultant	Abaqus CSV N/A	two Gauss points; beam local	matrix/formulation normalized 1e-12, analytical relative 1e-9	formulation/unit/HDF5 schema tests	planned
axial stress	029, 032, 035	axial/local-z analytical models	/steps/Step-1/frames/0/element/stress_s11	stress CSV N/A; Abaqus beam stress reference comparison N/A	element, Gauss point, input section point or fesa-default centroid	analytical relative 1e-9; exact unit/row schema	unit/analytical recovery and HDF5 schema tests	planned; reference N/A

For every matched reference group, reference_scale=max(abs(Abaqus reference rows)) for the same model, step/frame, quantity and component, and row_tolerance=absolute_floor+1e-6*reference_scale. Abaqus values alone set the scale. A zero scale uses only the floor. Every row decision and max absolute, component-scale normalized, RMS, norm and worst-row/component metrics must be reported.

Complete must-requirement coverage

Every approved must requirement is connected below to a model/test/quantity or an explicit non-reference governance check. N/A means that an Abaqus CSV is not the applicable evidence; it does not waive the requirement.

requirement	model/test/quantity or explicit N/A	planned verification
FESA-REQ-LS3DEB-001	smoke-b33-cli; neg-b33-input-contract second-step case	positive single-step and structured rejection test
FESA-REQ-LS3DEB-002	all analytical B33 records	model-validation and formulation scope tests; CSV N/A except approved benchmark
FESA-REQ-LS3DEB-003	all code/analytical records; displacement/reaction rows	exact DOF/component-order tests
FESA-REQ-LS3DEB-004	axial, torsion and both bending records	four independent analytical solution tests
FESA-REQ-LS3DEB-005	smoke-b33-cli, cantilever-beam-b33	B33 semantic mapping and artifact type precheck
FESA-REQ-LS3DEB-006	neg-b33-input-contract B31 case	exact unsupported-element-formulation test
FESA-REQ-LS3DEB-007	four cantilevers and prescribed-displacement record	DOF 1..6 load/BC and nonzero dc tests
FESA-REQ-LS3DEB-008	an-b33-line-load-kernel; negative *DLOAD case	closed-form vector and unsupported parser tests; reference CSV N/A
FESA-REQ-LS3DEB-009	smoke-b33-cli, keyword table tests, approved legacy input	exact positive keyword inventory
FESA-REQ-LS3DEB-010	parser code-verification cases	case/comment/source-label preservation tests; CSV N/A
FESA-REQ-LS3DEB-011	analytical load/BC decks and invalid arity/target cases	target expansion and row grammar tests
FESA-REQ-LS3DEB-012	both bending and rotated-space records	property/axis mapping and transform checks
FESA-REQ-LS3DEB-013	all analytical records; invalid property cases	G calculation and positive property tests
FESA-REQ-LS3DEB-014	neg-b33-input-contract geometry cases; NR-T05	exact scale-aware length/projection boundary tests
FESA-REQ-LS3DEB-015	multi-instance semantic fixture and all HDF5/reference identities	stable source/internal identity tests
FESA-REQ-LS3DEB-016	multi-instance semantic fixture	distinct deterministic identity test; reference CSV N/A
FESA-REQ-LS3DEB-017	invalid instance-transform case	exact diagnostic test
FESA-REQ-LS3DEB-018	invalid nested/dependent cases	structured unsupported tests
FESA-REQ-LS3DEB-019	cantilever-beam-b33 input and allowlist table cases	warning/no-op and no semantic-effect tests
FESA-REQ-LS3DEB-020	unknown-keyword negative case and smoke-b33-cli	error plus mandatory-output independence test
FESA-REQ-LS3DEB-021	Domain/AnalysisModel code-verification fixture	non-copy/non-mutation ownership tests; CSV N/A
FESA-REQ-LS3DEB-022	DOF/scatter/reconstruction code-verification fixture	DofManager ownership and exact mapping tests; CSV N/A
FESA-REQ-LS3DEB-023	smoke-b33-cli and HDF5 state fixture	required/excluded state allocation tests; CSV N/A
FESA-REQ-LS3DEB-024	cv-b33-patch-rigid-assembly, NR-T11	repeated thread-count CSR determinism test; CSV N/A
FESA-REQ-LS3DEB-025	math/adapter dependency fixtures	storage/layout and public dependency review; CSV N/A
FESA-REQ-LS3DEB-026	orchestration event-trace fixture	exact factorize-before-load order test; CSV N/A
FESA-REQ-LS3DEB-027	an-b33-prescribed-displacement	effective RHS, reconstruction and residual reaction test
FESA-REQ-LS3DEB-028	smoke-b33-cli writer failure/success fixtures	authoritative output and atomicity tests; CSV N/A
FESA-REQ-LS3DEB-029	HDF5 rows in this Coverage Matrix	exact path/shape/component schema test
FESA-REQ-LS3DEB-030	smoke-b33-cli; cantilever-beam-b33 provenance	ordinary unit label and external SI metadata tests
FESA-REQ-LS3DEB-031	all code/analytical models and three legacy CSV quantities	recovery component/location and mandatory-output tests
FESA-REQ-LS3DEB-032	axial/local-z analytical stress; HDF5 stress_s11	stress unit/analytical/schema tests; Abaqus stress comparison N/A
FESA-REQ-LS3DEB-033	smoke-b33-cli, diagnostic negative cases	CLI exit-code/field/order integration tests; CSV N/A
FESA-REQ-LS3DEB-034	every implementation model/test	per-step RED/GREEN/VERIFY and full MSVC/CTest evidence; model CSV N/A
FESA-REQ-LS3DEB-035	NR-T01 through NR-T11 and analytical inventory	exact numerical criteria in model records
FESA-REQ-LS3DEB-036	cantilever-beam-b33 and comparison-policy unit fixtures	Abaqus-only component scale and exact formula tests
FESA-REQ-LS3DEB-037	same comparison fixtures, including zero-scale groups	exact SI floors and zero-scale tests
FESA-REQ-LS3DEB-038	malformed reference cases in neg-b33-input-contract	pre-tolerance fail-fast and no-clamp/no-drop tests
FESA-REQ-LS3DEB-039	verification-report schema fixture	every row decision and aggregate/worst metrics test
FESA-REQ-LS3DEB-040	exact legacy Artifact Bundle Contract	inventory plus git diff --exit-code -- reference/ process check
FESA-REQ-LS3DEB-041	approved artifact precheck	four files, B33, exact headers, unique keys, finite values
FESA-REQ-LS3DEB-042	three comparison quantities and station normalization	exact component mapping, endpoint consistency and no-average tests
FESA-REQ-LS3DEB-043	gate audit; later physics portfolio	reference execution N/A at this step; enforce build/test -> comparison -> physics -> release order
FESA-REQ-LS3DEB-044	process/Git diff audit and limitations review	no reference execution/mutation and no out-of-scope support claim

Artifact Acceptance Checklist

Read-only inventory inspection on 2026-08-09 established the following pre-implementation facts:

• all four exact legacy paths exist;
• the input declares TYPE=B33;
• each CSV trimmed header matches the documented abaqus-cae-report-csv-v0 inventory;
• each CSV has 11 data rows with a unique (Frame, Part Instance Name, Node Label) key;
• every projected numeric field is finite and every row has the header arity;
• generator, source commit, SI units, coordinates, step/increment/time and tolerance provenance are recorded in the approved design and this contract;
• legacy metadata.json, README.md and stress CSV are accepted N/A exceptions;
• no reference value was recalculated and no comparison was performed.

Before an actual comparison, tooling must repeat all artifact checks, verify the exact Frame and instance identities, compare the complete projected row sets, and stop on any failure. The Step AC must also show no working-tree diff under reference/. Passing this checklist is not a reference comparison pass.

Open Issues and Downstream Handoff

Open issues

• No missing artifact or user decision blocks implementation planning for the approved legacy model.
• NR-O01 (official oneMKL PARDISO contract) and NR-O02 (deterministic duplicate-reduction algorithm) remain implementation-planning inputs, not reference artifact defects.
• Future reversed, branched, loaded-interior or section-jump reference models require an element-aware canonical CSV schema; the legacy node-station schema must not be generalized.

Implementation Planning Agent

Use this order for tests that must fail before their production implementation:

1. Hermite/DOF/sign and B checks.
2. Gauss/closed stiffness, rigid modes, rank and energy.
3. Rotation/local-axis and signed line-load kernel.
4. Axial, torsion, local-y and local-z analytical cantilevers.
5. Nonzero prescribed displacement, SPD/residual and deterministic assembly.
6. Parser invalid-input portfolio and CLI/HDF5 output contract.
7. Legacy artifact precheck, row projection and tolerance/report policy.

Keep reference comparison after the full MSVC build/test gate and do not require new Abaqus artifacts for code/analytical fixtures.

Reference Verification Agent

Run ARTIFACT CHECK -> HDF5 ROW PROJECTION -> EXACT ROW-SET CHECK -> ENDPOINT CONSISTENCY -> COMPONENT-SCALE COMPARE -> REPORT. Use only the exact legacy files and the HDF5 paths/component mappings in the Coverage Matrix. Do not synthesize SF2/SF3 or stress rows, clamp values, omit rows, average interior endpoints, or change the approved tolerance.

Physics Evaluation Agent

Only after reference comparison passes, check global force/moment equilibrium, reaction sign, displacement direction, bending symmetry, outward end action versus positive-face section resultant consistency, and normalized residual. The approved reference model is one local-z bending cantilever; broader physical coverage comes from the analytical portfolio, not an inflated claim about the single CSV bundle.

I/O Definition Agent

No upstream contract revision is requested. If a future reference model needs an element-aware row identity, define and approve that schema separately without changing the read-only legacy aliases.