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TheRON 8d79431016 geom: port sb-core and sb-profiles, the N-generic arrangements
The PROFILE record, centred assembly, and three complete arrangements:
ring, spokes, fins. Each written for N members, exercised at N=3 and N=4.

Failure travels as an empty profile carrying one failing check, as in the
reference, so profile rejections and universal-check rejections stay in
one order-sensitive list and the first failure is what surfaces.

The section is cleaned before it is measured, not after. A Three-Fin
section carries 17 collinear vertices from exact butt joints; they are
harmless in 2D and leave zero-area triangles the tessellator cannot
resolve, so measuring first would report on geometry that is not what
gets extruded.

Centred now carries the shifted members. Measuring a shifted shell
against unshifted members reports every cavity as escaping the envelope,
a leak of the whole cavity area from geometry that is fine. That trap
caught me while smoke testing, so the opportunity is removed rather than
documented.

Verified against the oracle where the fillet does not affect the result:
SPOKE_RADIUS_MM 9.1713, FIN_CORE_SIDE_MM 13.4028, FIN_SETBACK_MM
3.77783, FIN_JUNCTION_WEB_MM 2.29919, RING_CORNER_R_MAX_MM 2.87663, the
ring edge vector, and both envelope dimensions all match to the recorded
digit. The solvers are right.

OPEN: with a junction fillet of 1.5 the Y section area is 135.572973
against a recorded 135.574, off by 0.001027 and just past the area
tolerance, while every other quantity for that case matches exactly.
Either the generator fillet default is not 1.5, or there is a difference
of about seven parts per million concentrated in the fillet. The
generator settles it.

35 tests. Nine mutations, two of which found real gaps: nothing asserted
that cleaning removed anything, and the spoke zero-fillet check was
untested.

Oracle acceptance still skips; 236 unchanged.
2026-08-19 06:56:02 -05:00

406 lines
14 KiB
Python

"""
Unit tests for the PROFILE record and the three N-generic arrangements.
Several expected values here are taken directly from the committed oracle -- the
solved spoke radius, the solved fin core side, the setback, the junction web,
the ring corner limit and the edge vector. Those quantities do not depend on the
junction fillet radius, so they can be pinned before the generator supplies its
parameter defaults.
The arrangements are genuinely N-generic in the reference, so each is exercised
at both N=3 and N=4 rather than only at the member count that happens to be
under development.
"""
from __future__ import annotations
import math
import pytest
from mechcomp.geom.arrangements import (
fin_bore_side,
fin_members,
fin_profile,
fin_web,
regular_polygon,
ring_polygon_profile,
spoke_members,
spoke_profile,
spoke_web,
)
from mechcomp.geom.core import Centred, Profile, centred, centred_members, \
profile_failed
from mechcomp.geom.primitives import SB_FACE_BOTH_OUT, sb_dist, sb_signed_area
from mechcomp.geom.records import Geo
from mechcomp.geom.region import area, is_region_simple, nparts, pointlist_bounds
from mechcomp.geom.report import (
echo_num,
echo_vec,
first_failure,
metrics,
universal_checks,
)
def geo(**kw) -> Geo:
"""The oracle's default geometry, read from a recorded report."""
base = dict(width=15.875, strap_t=0.508, count=1, clearance=0.25,
wall_inside=1.2, wall_outside=1.2, wall_edge=1.2, min_wall=1.2)
base.update(kw)
return Geo(**base)
def unit_ngon(n, start=90.0):
return [(math.cos(math.radians(start + i * 360.0 / n)),
math.sin(math.radians(start + i * 360.0 / n))) for i in range(n)]
def built(p: Profile, g: Geo, n: int):
c = centred(p, g)
m = metrics(c.section, c.shell, c.members, g)
fail = first_failure(list(p.checks) + universal_checks(c.section, m, n, g))
return c, m, fail
# ----------------------------------------------------------------------------
# PROFILE record
# ----------------------------------------------------------------------------
def test_a_built_profile_is_ok():
p = spoke_profile(3, 90.0, 1.2, 1.5, geo(), "Y")
assert p.ok
assert len(p.members) == 3
def test_profile_failed_carries_the_message_as_a_check():
"""
OpenSCAD has no exceptions, so failure travels as an ordinary failing check
and stays subject to the same first-failure ordering as everything else.
"""
p = profile_failed("Y: cannot open a 99 mm web.")
assert not p.ok
assert p.members == [] and p.shell == []
assert first_failure(p.checks) == "Y: cannot open a 99 mm web."
def test_failure_is_signalled_by_having_no_members():
assert not Profile(members=[], shell=[]).ok
# ----------------------------------------------------------------------------
# Centring
# ----------------------------------------------------------------------------
def test_centred_puts_the_envelope_on_the_origin():
g = geo()
c = centred(spoke_profile(3, 90.0, 1.2, 1.5, g, "Y"), g)
lo, hi = pointlist_bounds([p for path in c.shell for p in path])
assert lo[0] + hi[0] == pytest.approx(0.0, abs=1e-9)
assert lo[1] + hi[1] == pytest.approx(0.0, abs=1e-9)
def test_centred_keeps_everything_registered():
"""
Section, straps, cavities and shell take the same shift, so a strap still
sits inside its own channel afterwards.
"""
g = geo()
c = centred(spoke_profile(3, 90.0, 1.2, 1.5, g, "Y"), g)
assert area(c.straps) < area(c.cavity) < area(c.shell)
def test_centred_carries_shifted_members():
"""
Measuring a shifted shell against unshifted members reports every cavity as
escaping the envelope -- a leak of the whole cavity area from geometry that
is perfectly fine. The members travel with the regions to remove the chance.
"""
g = geo()
p = spoke_profile(3, 90.0, 1.2, 1.5, g, "Y")
c = centred(p, g)
assert metrics(c.section, c.shell, c.members, g).leak == pytest.approx(0.0, abs=1e-9)
stale = metrics(c.section, c.shell, p.members, g)
assert stale.leak > 1.0
def test_centred_members_apply_the_same_shift():
g = geo()
p = spoke_profile(3, 90.0, 1.2, 1.5, g, "Y")
c = centred(p, g)
for a, b in zip(p.members, centred_members(p, c.shift)):
assert b.cx == pytest.approx(a.cx + c.shift[0])
assert b.angle == a.angle and b.face == a.face
def test_section_is_cleaned_before_it_is_measured():
"""
Cleaning removes collinear and coincident vertices left by exact butt
joints. Measuring first would report on geometry that is not what gets
extruded.
"""
g = geo()
c = centred(fin_profile(3, 6.25, 1.2, 7.5, 0.0, 1.5, g, "Three-Fin"), g)
for path in c.section:
assert len(path) >= 3
assert is_region_simple(c.section)
# ----------------------------------------------------------------------------
# Ring arrangement
# ----------------------------------------------------------------------------
def test_ring_rejects_a_degenerate_outline():
p = ring_polygon_profile([(0.0, 0.0), (1.0, 0.0), (2.0, 0.0)],
geo(), 1.2, 0.0, "Equilateral Triangle")
assert not p.ok
assert "degenerate" in first_failure(p.checks)
def test_ring_rejects_an_unreachable_web():
p = ring_polygon_profile(unit_ngon(3), geo(), 1e6, 0.0, "Equilateral Triangle")
assert not p.ok
assert "no polygon size gives" in first_failure(p.checks)
def test_ring_matches_the_oracles_solved_geometry():
"""
Equilateral Triangle at the oracle's defaults. These four values are
recorded in the committed fixture set and none of them depends on the
junction fillet radius.
"""
g = geo()
p = ring_polygon_profile(unit_ngon(3), g, 1.2, 0.0, "Equilateral Triangle")
assert p.ok
assert echo_num(p.info["RING_CORNER_R_MAX_MM"]) == 2.87663
assert echo_num(p.info["RING_CORNER_WEB_MM"]) == 1.2
assert echo_vec(p.info["RING_EDGES_MM"]) == "[20.5209, 20.5209, 20.5209]"
def test_ring_scale_depends_on_the_seed_size_not_the_shape():
"""
RING_SCALE is relative to the outline supplied, so it is a property of the
caller's seed. The solved edge length is the size-independent quantity.
"""
g = geo()
small = ring_polygon_profile(unit_ngon(3), g, 1.2, 0.0, "t")
large = ring_polygon_profile([(200 * x, 200 * y) for x, y in unit_ngon(3)],
g, 1.2, 0.0, "t")
assert small.info["RING_SCALE"] != pytest.approx(large.info["RING_SCALE"])
assert echo_vec(small.info["RING_EDGES_MM"]) == echo_vec(large.info["RING_EDGES_MM"])
def test_ring_rejects_a_corner_radius_beyond_the_envelope_limit():
g = geo()
p = ring_polygon_profile(unit_ngon(3), g, 1.2, 50.0, "Equilateral Triangle")
fail = first_failure(p.checks)
assert fail is not None and "corner radius" in fail
def test_ring_builds_at_n3_and_n4():
g = geo()
for n in (3, 4):
p = ring_polygon_profile(unit_ngon(n), g, 1.2, 0.0, "ring")
assert p.ok
c, m, fail = built(p, g, n)
assert fail is None
assert m.parts == 1 and m.slots == n
def test_ring_has_an_enclosed_bore():
g = geo()
p = ring_polygon_profile(unit_ngon(3), g, 1.2, 0.0, "ring")
assert len(p.bore) == 3
c, m, _ = built(p, g, 3)
assert len(c.section) > 1
# ----------------------------------------------------------------------------
# Spoke arrangement
# ----------------------------------------------------------------------------
def test_spokes_face_open_air_on_both_sides():
"""
Design rule 4. Forcing an interior direction on a spoke is what made earlier
revisions chiral under asymmetric wall settings.
"""
for m in spoke_members(3, 9.0, 90.0):
assert m.face == SB_FACE_BOTH_OUT
assert m.inside_dir is None
def test_spoke_profile_has_no_bore():
p = spoke_profile(3, 90.0, 1.2, 1.5, geo(), "Y")
assert p.bore == []
assert p.info["NOTE"] == "inside wall unused: no enclosed bore"
def test_spoke_radius_matches_the_oracle():
"""Y at the oracle's defaults records SPOKE_RADIUS_MM = 9.1713."""
p = spoke_profile(3, 90.0, 1.2, 1.5, geo(), "Y")
assert echo_num(p.info["SPOKE_RADIUS_MM"]) == 9.1713
assert echo_num(p.info["SPOKE_WEB_MM"]) == 1.2
def test_spoke_envelope_matches_the_oracle():
g = geo()
c, m, _ = built(spoke_profile(3, 90.0, 1.2, 1.5, g, "Y"), g, 3)
assert echo_num(m.size_x) == 33.8488
assert echo_num(m.size_y) == 29.3139
def test_spoke_solve_hits_the_requested_web():
g = geo()
for web in (1.0, 1.2, 2.0):
p = spoke_profile(3, 90.0, web, 1.5, g, "Y")
assert spoke_web(3, p.info["SPOKE_RADIUS_MM"], 90.0, g) == \
pytest.approx(web, abs=1e-6)
def test_spoke_rejects_an_unreachable_web():
p = spoke_profile(3, 90.0, 1e6, 1.5, geo(), "Y")
assert not p.ok
assert "cannot open a" in first_failure(p.checks)
def test_spoke_requires_a_positive_fillet():
"""
A hull-plugged centre with no fillet meets the spokes along an exactly
tangent boundary: a valid outline that cannot be tessellated.
"""
p = spoke_profile(3, 90.0, 1.2, 0.0, geo(), "Y")
fail = first_failure(p.checks)
assert fail is not None and "greater than zero" in fail
def test_spokes_build_at_n3_and_n4():
g = geo()
for n in (3, 4):
c, m, fail = built(spoke_profile(n, 90.0, 1.2, 1.5, g, "spoke"), g, n)
assert fail is None
assert m.parts == 1 and m.slots == n
# ----------------------------------------------------------------------------
# Fin arrangement
# ----------------------------------------------------------------------------
def test_regular_polygon_has_the_requested_side_length():
for n in (3, 4, 5):
path = regular_polygon(n, 10.0)
for i in range(n):
assert sb_dist(path[i], path[(i + 1) % n]) == pytest.approx(10.0)
def test_fins_lie_tangentially_not_radially():
"""
Each member lies along a side of the core polygon, slid so it stops short of
the corner behind and overhangs the corner ahead. Sliding is what makes the
fin.
"""
g = geo()
plain = fin_members(3, 13.4, 0.0, 0.0, g)
slid = fin_members(3, 13.4, 6.25, 0.0, g)
for a, b in zip(plain, slid):
assert a.angle == pytest.approx(b.angle)
assert sb_dist((a.cx, a.cy), (b.cx, b.cy)) == pytest.approx(6.25)
def test_fin_geometry_matches_the_oracle():
"""Three-Fin at the oracle's defaults. None of these depends on the fillet."""
g = geo()
p = fin_profile(3, 6.25, 1.2, 7.5, 0.0, 1.5, g, "Three-Fin")
assert p.ok
assert echo_num(p.info["FIN_CORE_SIDE_MM"]) == 13.4028
assert echo_num(p.info["FIN_BORE_SIDE_MM"]) == 7.5
assert echo_num(p.info["FIN_SETBACK_MM"]) == 3.77783
assert echo_num(p.info["FIN_JUNCTION_WEB_MM"]) == 2.29919
assert echo_num(p.info["FIN_PROJECTION_MM"]) == 6.25
def test_fin_core_is_solved_for_whichever_constraint_binds():
"""
The core size satisfies the junction web AND the bore, whichever demands
more. Raising the bore requirement past the web's must grow the core.
"""
g = geo()
small_bore = fin_profile(3, 6.25, 1.2, 1.0, 0.0, 1.5, g, "f")
large_bore = fin_profile(3, 6.25, 1.2, 20.0, 0.0, 1.5, g, "f")
assert large_bore.info["FIN_CORE_SIDE_MM"] > small_bore.info["FIN_CORE_SIDE_MM"]
def test_fin_bore_side_shrinks_with_a_thicker_inside_wall():
assert fin_bore_side(3, 13.4028, geo(wall_inside=2.4)) < \
fin_bore_side(3, 13.4028, geo(wall_inside=1.2))
def test_fin_rejects_an_unreachable_web():
p = fin_profile(3, 6.25, 1e6, 7.5, 0.0, 1.5, geo(), "Three-Fin")
assert not p.ok
assert "cannot open a" in first_failure(p.checks)
def test_fin_rejects_an_unreachable_bore():
p = fin_profile(3, 6.25, 1.2, 1e6, 0.0, 1.5, geo(), "Three-Fin")
assert not p.ok
assert "cannot reach a" in first_failure(p.checks)
def test_fin_requires_a_positive_setback():
"""
A non-positive setback means the members overlap instead of stepping
cyclically, so the arrangement is no longer what it claims to be.
"""
g = geo()
p = fin_profile(3, 0.0, 1.2, 7.5, 0.0, 1.5, g, "Three-Fin")
fail = first_failure(p.checks)
if fail is not None:
assert "setback" in fail or "bore" in fail
def test_fin_requires_a_positive_fillet():
p = fin_profile(3, 6.25, 1.2, 7.5, 0.0, 0.0, geo(), "Three-Fin")
fail = first_failure(p.checks)
assert fail is not None and "greater than zero" in fail
def test_fins_build_at_n3_and_n4():
g = geo()
for n in (3, 4):
c, m, fail = built(fin_profile(n, 6.25, 1.2, 7.5, 0.0, 1.5, g, "fin"), g, n)
assert fail is None
assert m.parts == 1 and m.slots == n
def test_fin_has_an_enclosed_bore():
g = geo()
p = fin_profile(3, 6.25, 1.2, 7.5, 0.0, 1.5, g, "Three-Fin")
assert len(p.bore) == 3
def test_cleaning_actually_removes_the_collinear_vertices():
"""
Found by mutation testing: asserting the section is simple and has three or
more points per path passes with or without cleaning, so neither shows that
cleaning did anything.
A Three-Fin section carries 17 collinear vertices before cleaning -- exact
butt joints leave them -- and none afterwards. They are harmless in 2D and
leave zero-area triangles the tessellator cannot resolve, so a section that
measures perfectly still fails to extrude.
"""
from mechcomp.geom.join import section as cut_section
from mechcomp.geom.rounding import is_collinear
g = geo()
p = fin_profile(3, 6.25, 1.2, 7.5, 0.0, 1.5, g, "Three-Fin")
def collinear(rgn):
return sum(1 for path in rgn for i in range(len(path))
if is_collinear((path[(i - 1) % len(path)], path[i],
path[(i + 1) % len(path)])))
raw = cut_section(p.shell, p.members, g, p.bore)
assert collinear(raw) > 0
assert collinear(centred(p, g).section) == 0