Pier_v1/tests/bent-coping.test.ts

import { describe, expect, it } from 'vitest';
import * as THREE from 'three';
import { buildPier, solveIp4, type PierModel } from '../src/core/geometry';
import { buildAxis, copingSpan, fromAxis, kinkArc } from '../src/core/axis';
import { buildPierScene, mitrePlane } from '../src/view/scene';
import type { PierInput } from '../src/core/types';
import { loadP1 } from './helpers';

// Constructed bend: IP1 (0, 0), IP2 (1, 0), 60° right turn, kink (7, 0), IP3 (9, −3.464) four metres ahead on the turned line.
// Axis length 11 m; a 6 m coping centred on it has its kink at g = 4.5, and the T형 column (g = 3) stays 1.5 m clear of it.
const IP1 = { e: 0, n: 0 };
const IP3 = { e: 9, n: -3.4641016 };
const ANGLE = 60;
const L = 6;
const B = 3.1;
const FRONT_N = -0.7;
const BACK_N = 0.6;
const GS = [0.6, 1.9, 3.2];

function bentInput(foundationType: PierInput['foundationType'] = '현장타설말뚝'): PierInput {
  const base = loadP1();
  const axis = buildAxis(IP1, IP3, solveIp4(IP1, { e: 1, n: 0 }, IP3, ANGLE));
  const sStart = copingSpan(axis, L).sStart;
  const z = base.copingTopEl + 0.15;
  const bearingsAt = (row: '전열' | '후열', n: number) =>
    GS.map((g, i) => {
      const w = world(axis, sStart + g, n);
      return { no: i + 1, row, x: w.e, y: w.n, z, azimuthDeg: 0 };
    });
  return {
    ...base,
    type: 'T형',
    columnCount: 1,
    foundationType,
    copingLengthMm: L * 1000,
    copingWidthMm: B * 1000,
    ips: [
      { name: 'IP1', x: IP1.e, y: IP1.n, angleDeg: 0 },
      { name: 'IP2', x: 1, y: 0, angleDeg: 0 },
      { name: 'IP3', x: IP3.e, y: IP3.n, angleDeg: 0 },
      { name: 'IP4', x: 0, y: 0, angleDeg: ANGLE },
    ],
    bearings: [...bearingsAt('전열', FRONT_N), ...bearingsAt('후열', BACK_N)],
  };
}

function world(axis: ReturnType<typeof buildAxis>, arc: number, n: number) {
  const k = kinkArc(axis) !== null && arc > kinkArc(axis)! ? 1 : 0;
  return fromAxis(axis, { k, s: arc, n });
}

/** World point of a model object: stretch origin + s·u + n·nrm (inverse of the scene placement). */
function modelWorld(m: PierModel, k: number, s: number, n: number) {
  const st = m.stretches[k];
  return { e: st.origin.e + s * st.u.e + n * st.nrm.e, n: st.origin.n + s * st.u.n + n * st.nrm.n };
}

const toScene = (m: PierModel, p: { e: number; n: number }) => new THREE.Vector3(p.e - m.pivot.e, 0, -(p.n - m.pivot.n));

describe('bent coping model (stage 2)', () => {
  const input = bentInput();
  const m = buildPier(input);
  const axis = buildAxis(IP1, IP3, solveIp4(IP1, { e: 1, n: 0 }, IP3, ANGLE));

  it('two stretches split at the kink, inside the coping', () => {
    expect(m.stretches).toHaveLength(2);
    expect(m.kink).not.toBeNull();
    const a = kinkArc(axis)!;
    const kinkG = a - copingSpan(axis, L).sStart;
    expect(m.stretches[1].base).toBeCloseTo(kinkG, 9);
    expect(kinkG).toBeGreaterThan(0);
    expect(kinkG).toBeLessThan(L);
  });

  it('coping has one part per stretch (no lateral step in this input)', () => {
    expect(m.copingParts.map((p) => p.k)).toEqual([0, 1]);
  });

  it('every bearing and block keeps its input world coordinates through its stretch frame', () => {
    for (const b of m.bearings) {
      const want = input.bearings.find((x) => x.row === b.row && x.no === b.no)!;
      const got = modelWorld(m, b.k, b.s, b.n);
      expect(got.e).toBeCloseTo(want.x, 6);
      expect(got.n).toBeCloseTo(want.y, 6);
    }
    for (const blk of m.blocks) {
      const want = input.bearings.find((x) => x.row === blk.row && x.no === blk.no)!;
      const got = modelWorld(m, blk.k, blk.s, blk.n);
      expect(got.e).toBeCloseTo(want.x, 6);
      expect(got.n).toBeCloseTo(want.y, 6);
    }
  });

  it('the column sits on the centre line in stretch 0 and keeps clear of the kink', () => {
    const c = m.columns[0];
    expect(c.k).toBe(0);
    const world = modelWorld(m, c.k, c.s, 0);
    const arc = copingSpan(axis, L).sStart + L / 2;
    const expected = fromAxis(axis, { k: 0, s: arc, n: 0 });
    expect(world.e).toBeCloseTo(expected.e, 6);
    expect(world.n).toBeCloseTo(expected.n, 6);
  });

  it('mitre plane trims stretch 0 before the kink and keeps stretch 1 after it', () => {
    const a = kinkArc(axis)!;
    const plane0 = mitrePlane(m, 0)!;
    const plane1 = mitrePlane(m, 1)!;
    const before = toScene(m, fromAxis(axis, { k: 0, s: a - 0.5, n: 0 }));
    const after = toScene(m, fromAxis(axis, { k: 0, s: a + 0.5, n: 0 }));
    expect(plane0.distanceToPoint(before)).toBeGreaterThan(0);
    expect(plane0.distanceToPoint(after)).toBeLessThan(0);
    expect(plane1.distanceToPoint(after)).toBeGreaterThan(0);
    expect(plane1.distanceToPoint(before)).toBeLessThan(0);
  });

  it('scene builds one coping mesh per part, with mitre clipping on each', () => {
    const scene = buildPierScene(m);
    const coping = scene.parts.coping.children as THREE.Mesh[];
    expect(coping).toHaveLength(2);
    for (const mesh of coping) {
      const mat = mesh.material as THREE.MeshStandardMaterial;
      expect(mat.clippingPlanes?.length ?? 0).toBe(1);
    }
  });

  it('bent coping with footings or piles on the axis is refused until stage 3', () => {
    expect(() => buildPier(bentInput('말뚝기초'))).toThrow('미실시');
    expect(() => buildPier(bentInput('직접기초'))).toThrow('미실시');
  });

  it('a kink outside the coping is refused', () => {
    const bad = { ...input, copingLengthMm: 2000 };
    expect(() => buildPier(bad)).toThrow('꺾임점이 코핑 범위 밖');
  });
});

describe('bend geometry must move forward', () => {
  it('IP3 behind the kink on the turned line is refused', () => {
    const base = bentInput();
    const ips = base.ips.map((p) => (p.name === 'IP3' ? { ...p, x: 6, y: 2 } : p));
    expect(() => buildPier({ ...base, ips })).toThrow('꺾임각과 IP 배치');
  });
});