1b-agent/OneCAD-Simulation
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Rename the project to FieldCraft

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Crates fieldcraft-*, binaries fieldcraft and fieldcraft-cli, the .fieldcraft file (format tag
fieldcraft/1, manifest fieldcraft.json), FIELDCRAFT_* environment variables, the MCP server
name, egui widget ids (fc_*), the app icon document FieldCraft.icon and its generated family,
docs and licences. No compatibility shim: no files of the earlier name exist.

Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
Claude-Session: https://claude.ai/code/session_01NmAttHhUZTokgPeEJia8sm
This commit is contained in:
jyvikoandClaude Opus 5.5 authored and Irakli Kourtis committed 2026-10-13 23:51:40 -04:00
1 parent 9bc4e1b182
commit d5bd74570f
268 files changed
+1666 -1666
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crates/solver/tests/verification.rs
+5 -5
View File
@@ -6,8 +6,8 @@ mod common;
use std::f64::consts::PI;
use common::*;
use modelcraft_model::{BoundaryCondition, ElementKind, Load, Procedure, Symmetry, Target};
use modelcraft_solver::{FrequencyOptions, Limits, MassKind, StaticResult, solve_frequency, solve_static};
use fieldcraft_model::{BoundaryCondition, ElementKind, Load, Procedure, Symmetry, Target};
use fieldcraft_solver::{FrequencyOptions, Limits, MassKind, StaticResult, solve_frequency, solve_static};
fn static_solve(g: &Grid) -> StaticResult {
solve_static(&g.model, Some("Step"), &Limits::default()).unwrap()
@@ -50,7 +50,7 @@ fn patch_test_every_element() {
let x = g.model.node(label).unwrap().xyz;
let u = field(x);
let set = format!("b{i}");
g.model.add_set(&set, modelcraft_model::Set { nodes: vec![label], ..Default::default() }).unwrap();
g.model.add_set(&set, fieldcraft_model::Set { nodes: vec![label], ..Default::default() }).unwrap();
g.bc(
&set,
BoundaryCondition::Displacement { target: Target::Set(set.clone()), values: [Some(u[0]), Some(u[1]), Some(u[2]), None, None, None] },
@@ -132,7 +132,7 @@ fn gravity_and_body_force_totals() {
/// Cantilever L × b × h, clamped at x = 0, a shear traction on the free end. Timoshenko
/// deflection δ = P L³ / (3 E I) + P L / (κ G A), κ = 5/6, with ν = 0 so the clamp adds no
/// lateral restraint.
fn cantilever_tip(kind: ElementKind, formulation: modelcraft_model::Formulation, n: [usize; 3]) -> f64 {
fn cantilever_tip(kind: ElementKind, formulation: fieldcraft_model::Formulation, n: [usize; 3]) -> f64 {
let (l, b, h, young, p) = (10.0, 1.0, 1.0, 1000.0, 1.0);
let mut g = grid(n, kind, |q| [l * q[0], b * q[1], h * q[2]]);
g.define(iso(young, 0.0), None, formulation, Procedure::Static {});
@@ -377,7 +377,7 @@ fn plastic_materials_solve_elastically_with_a_warning() {
g.define(iso(1000.0, 0.3), None, full(), Procedure::Static {});
if plastic {
let mut m = g.model.material("Mat").unwrap().clone();
m.plastic = Some(modelcraft_model::Plastic::Bilinear { yield_stress: 1.0, hardening_modulus: 0.0, hardening: Default::default() });
m.plastic = Some(fieldcraft_model::Plastic::Bilinear { yield_stress: 1.0, hardening_modulus: 0.0, hardening: Default::default() });
g.model.replace_material("Mat", m).unwrap();
}
g.fixed("root", |q| near(q[0], 0.0));