smillmorel
d01a5957b7
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- core/units: two dominant systems (Metric m/kN, Imperial ft/kip) with display conversion helpers, legacy 4-system migration in ProjectMeta - dialogs/docks: unit-aware material, section, case, load, grid and results labels; diagram renderer unit labels; render controls update - docs: add consistent_units.md; regen examples/*.osmodel artifacts - tests: update persistence/phase8/project/unit-labels for new systems
289 lines
9.4 KiB
Python
289 lines
9.4 KiB
Python
"""Unit tests for Project — the root aggregate."""
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from __future__ import annotations
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import pytest
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from pydantic import ValidationError
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from otko.core import (
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AggregatorDOF,
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ElasticBeamColumn,
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ElasticSection,
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FiberSection,
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LinearTimeSeries,
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NodalLoad,
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Node,
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PlainLoadPattern,
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Project,
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ProjectMeta,
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RectangularPatch,
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SectionAggregator,
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Steel01,
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StraightLayer,
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TrussElement,
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UnitSystem,
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)
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# ────────────────────────── construction ──────────────────────────
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def test_empty_project_is_valid() -> None:
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p = Project()
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assert p.schema_version == 1
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assert p.ndm == 3 and p.ndf == 6
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assert p.nodes == []
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assert p.meta.units == UnitSystem.METRIC
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def test_invalid_ndm_ndf_pair_rejected() -> None:
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with pytest.raises(ValidationError):
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Project(ndm=2, ndf=6)
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with pytest.raises(ValidationError):
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Project(ndm=3, ndf=2)
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def test_meta_round_trip() -> None:
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p = Project(meta=ProjectMeta(name="Bridge", author="Ozan", units=UnitSystem.IMPERIAL))
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assert p.meta.name == "Bridge"
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assert p.meta.units == UnitSystem.IMPERIAL
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# ────────────────────────── id allocation ──────────────────────────
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def test_next_id_starts_at_one_when_empty() -> None:
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p = Project()
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assert p.next_node_id() == 1
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assert p.next_element_id() == 1
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def test_next_id_increments_above_max() -> None:
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p = Project(
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nodes=[
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Node(id=1, coords=(0, 0, 0)),
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Node(id=5, coords=(1, 0, 0)),
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Node(id=3, coords=(0, 1, 0)),
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]
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)
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assert p.next_node_id() == 6
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def test_duplicate_node_ids_rejected() -> None:
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with pytest.raises(ValidationError):
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Project(nodes=[Node(id=1, coords=(0, 0, 0)), Node(id=1, coords=(1, 0, 0))])
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# ────────────────────────── lookups ──────────────────────────
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def test_node_lookup() -> None:
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n = Node(id=7, coords=(1, 2, 3))
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p = Project(nodes=[n])
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assert p.node(7) is n
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def test_lookup_missing_raises_key_error() -> None:
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p = Project()
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with pytest.raises(KeyError, match="Node"):
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p.node(99)
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# ────────────────────────── reference validation ──────────────────────────
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def test_validate_references_passes_on_consistent_model() -> None:
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p = Project(
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nodes=[Node(id=1, coords=(0, 0, 0)), Node(id=2, coords=(1, 0, 0))],
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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elements=[TrussElement(id=1, nodes=(1, 2), area=0.01, material_id=1)],
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)
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p.validate_references() # no exception expected
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def test_validate_references_catches_missing_node() -> None:
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p = Project(
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nodes=[Node(id=1, coords=(0, 0, 0))],
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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elements=[TrussElement(id=1, nodes=(1, 99), area=0.01, material_id=1)],
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)
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with pytest.raises(ValueError, match="missing node 99"):
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p.validate_references()
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def test_validate_references_catches_missing_material() -> None:
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p = Project(
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nodes=[Node(id=1, coords=(0, 0, 0)), Node(id=2, coords=(1, 0, 0))],
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elements=[TrussElement(id=1, nodes=(1, 2), area=0.01, material_id=99)],
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)
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with pytest.raises(ValueError, match="missing material 99"):
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p.validate_references()
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def test_validate_references_catches_missing_section_in_frame() -> None:
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p = Project(
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nodes=[Node(id=1, coords=(0, 0, 0)), Node(id=2, coords=(1, 0, 0))],
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elements=[ElasticBeamColumn(id=1, nodes=(1, 2), section_id=42)],
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)
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with pytest.raises(ValueError, match="missing section 42"):
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p.validate_references()
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def test_validate_references_catches_missing_time_series_in_pattern() -> None:
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p = Project(
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nodes=[Node(id=1, coords=(0, 0, 0))],
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load_patterns=[
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PlainLoadPattern(
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id=1,
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time_series_id=99,
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nodal_loads=[NodalLoad(node_id=1, forces=(0, 0, -10, 0, 0, 0))],
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)
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],
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)
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with pytest.raises(ValueError, match="missing time series 99"):
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p.validate_references()
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def test_validate_references_catches_missing_material_in_fiber_patch() -> None:
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p = Project(
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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sections=[
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FiberSection(
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id=1,
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patches=[
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RectangularPatch(
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material_id=99,
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n_fib_y=2,
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n_fib_z=2,
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y_i=-0.1,
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z_i=-0.1,
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y_j=0.1,
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z_j=0.1,
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)
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],
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)
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],
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)
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with pytest.raises(ValueError, match="has a patch with missing material 99"):
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p.validate_references()
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def test_validate_references_catches_missing_material_in_fiber_layer() -> None:
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p = Project(
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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sections=[
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FiberSection(
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id=1,
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layers=[
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StraightLayer(
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material_id=99,
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n_bars=3,
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bar_area=1e-4,
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y_start=-0.1,
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z_start=-0.1,
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y_end=0.1,
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z_end=-0.1,
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)
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],
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)
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],
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)
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with pytest.raises(ValueError, match="has a layer with missing material 99"):
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p.validate_references()
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def test_validate_references_catches_missing_material_in_aggregator_pairing() -> None:
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# Base section exists, so only the dangling pairing material should be flagged.
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p = Project(
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sections=[
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ElasticSection(id=1, E=200e9, A=0.01, Iz=8.33e-6),
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SectionAggregator(
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id=2,
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section_id=1,
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pairings=[AggregatorDOF(material_id=99, dof="T")],
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),
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],
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)
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with pytest.raises(ValueError, match="aggregator pairing with missing material 99"):
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p.validate_references()
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def test_validate_references_catches_missing_base_section_in_aggregator() -> None:
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# Pairing material exists, so only the dangling base section should be flagged.
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p = Project(
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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sections=[
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SectionAggregator(
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id=2,
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section_id=42,
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pairings=[AggregatorDOF(material_id=1, dof="T")],
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),
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],
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)
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with pytest.raises(ValueError, match="missing base section 42"):
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p.validate_references()
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def test_validate_references_passes_on_valid_fiber_and_aggregator() -> None:
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p = Project(
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materials=[
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Steel01(id=1, Fy=420e6, E0=200e9, b=0.01),
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Steel01(id=2, Fy=420e6, E0=200e9, b=0.01),
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],
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sections=[
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FiberSection(
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id=1,
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patches=[
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RectangularPatch(
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material_id=1,
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n_fib_y=2,
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n_fib_z=2,
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y_i=-0.1,
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z_i=-0.1,
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y_j=0.1,
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z_j=0.1,
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)
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],
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layers=[
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StraightLayer(
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material_id=2,
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n_bars=3,
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bar_area=1e-4,
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y_start=-0.1,
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z_start=-0.1,
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y_end=0.1,
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z_end=-0.1,
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)
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],
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),
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SectionAggregator(
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id=2,
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section_id=1,
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pairings=[AggregatorDOF(material_id=1, dof="T")],
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),
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],
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)
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p.validate_references() # no exception expected
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# ────────────────────────── small smoke build ──────────────────────────
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def test_full_truss_project_builds_and_validates() -> None:
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p = Project(
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ndm=2,
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ndf=2,
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nodes=[
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Node(id=1, coords=(0, 0, 0), restraint=(True, True, False, False, False, False)),
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Node(id=2, coords=(4, 0, 0), restraint=(False, True, False, False, False, False)),
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Node(id=3, coords=(2, 3, 0)),
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],
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materials=[Steel01(id=1, Fy=420e6, E0=200e9, b=0.01)],
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sections=[ElasticSection(id=1, E=200e9, A=0.01, Iz=8.33e-6)],
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elements=[
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TrussElement(id=1, nodes=(1, 3), area=1e-3, material_id=1),
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TrussElement(id=2, nodes=(2, 3), area=1e-3, material_id=1),
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TrussElement(id=3, nodes=(1, 2), area=1e-3, material_id=1),
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],
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time_series=[LinearTimeSeries(id=1)],
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load_patterns=[
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PlainLoadPattern(
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id=1,
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time_series_id=1,
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nodal_loads=[NodalLoad(node_id=3, forces=(0, -1000, 0, 0, 0, 0))],
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)
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],
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)
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p.validate_references()
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assert p.next_node_id() == 4
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assert p.next_element_id() == 4
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