forked from 1b-agent/fieldcraft-upstream
solver, decks: symmetry about an inclined plane (#242)
The symmetry condition takes any plane normal ({"normal": [nx, ny, nz]}).
An inclined one holds n·u = 0 and, at shell, beam and reference point
nodes, the rotations about the two in-plane axes: constraint rows the
implicit elimination already handles, its support forces reported as
reactions. Decks: Abaqus *EQUATION, Nastran MPC sets per subcase, LS-DYNA
*BOUNDARY_SPC in a *DEFINE_COORDINATE_SYSTEM along the normal.
Co-Authored-By: Claude Opus 5.5 <[email protected]>
Claude-Session: https://claude.ai/code/session_01UhhZMBTviDQxZvwnyP89fo
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+103
-6
@@ -148,7 +148,7 @@ use std::fmt::Write as _;
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use fieldcraft_model::{
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BeamProfile, BoundaryCondition, ContactSurfaces, CouplingKind, Elastic, Element, ElementKind, Hardening, Hyperelastic, InitialPenetration,
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Integration, Load, Model, OutputVariable, Plastic, Procedure, Resolved, Section, SectionKind, Step, Symmetry, Target,
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Integration, Load, Model, OutputVariable, Plastic, Procedure, Resolved, Section, SectionKind, Step, Target,
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};
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use crate::{Error, Result, unsupported};
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@@ -193,6 +193,7 @@ pub fn write_resolved(model: &Model, r: &Resolved) -> Result<String> {
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d.couplings(model, r);
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d.contacts(model, r)?;
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d.ties(model)?;
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d.equations(model, r)?;
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d.steps(model, r)?;
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Ok(d.out)
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}
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@@ -370,9 +371,36 @@ fn check_expressible(model: &Model) -> Result<()> {
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bad.insert(format!("coupling `{name}`: an Abaqus distributing coupling always couples translations 1-3"));
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}
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}
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for name in inclined_symmetries(model) {
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if !model.steps().iter().all(|s| s.boundary_conditions.contains(name)) {
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bad.insert(format!(
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"boundary condition `{name}`: a symmetry plane not normal to X, Y or Z active in some steps only (it is written as `*EQUATION`, which is model data and holds in every step)"
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));
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}
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}
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unsupported(FORMAT, bad)
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}
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/// The symmetry conditions on inclined planes some step uses: linear equations rather than held
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/// degrees of freedom.
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fn inclined_symmetries(model: &Model) -> BTreeSet<&String> {
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model
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.boundary_conditions()
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.iter()
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.filter(|(n, bc)| {
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matches!(bc, BoundaryCondition::Symmetry { plane, .. } if plane.axis().is_none()) && !model.boundary_condition_users(n).is_empty()
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})
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.map(|(n, _)| n)
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.collect()
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}
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/// The boundary conditions of `names` that `*BOUNDARY` writes (inclined symmetry planes are
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/// `*EQUATION`s).
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fn held_conditions(model: &Model, names: &BTreeSet<String>) -> BTreeSet<String> {
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let inclined = inclined_symmetries(model);
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names.iter().filter(|n| !inclined.contains(n)).cloned().collect()
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}
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/// The property of a group of discrete elements.
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enum DiscreteProperty {
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Mass(f64),
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@@ -1076,10 +1104,12 @@ impl Deck {
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match bc {
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BoundaryCondition::Fixed { .. } => self.line(&format!("{target}, ENCASTRE")),
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BoundaryCondition::Symmetry { plane, .. } => {
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let s = match plane {
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Symmetry::X => "XSYMM",
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Symmetry::Y => "YSYMM",
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Symmetry::Z => "ZSYMM",
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let s = match plane.axis() {
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Some(0) => "XSYMM",
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Some(1) => "YSYMM",
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Some(2) => "ZSYMM",
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// An inclined plane is an `*EQUATION` (model data), never here.
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_ => continue,
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};
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self.line(&format!("{target}, {s}"));
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}
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@@ -1097,8 +1127,74 @@ impl Deck {
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Ok(())
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}
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/// The inclined symmetry planes: one `*EQUATION` per node and held direction (n · u = 0, and
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/// the rotations about the plane's axes at shell and beam nodes), whose first term Abaqus
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/// eliminates; it is chosen among the degrees of freedom no boundary condition, coupling
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/// or tie constrains ([`crate::symmetry_equations`]).
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fn equations(&mut self, model: &Model, r: &Resolved) -> Result<()> {
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let inclined = inclined_symmetries(model);
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if inclined.is_empty() {
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return Ok(());
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}
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let steps = model.steps();
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// Per node and degree of freedom: the value it is held at in each step that holds it.
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let mut held: BTreeMap<(u32, u8), Vec<f64>> = BTreeMap::new();
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for step in steps {
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for name in held_conditions(model, &step.boundary_conditions) {
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let Some(bc) = model.boundary_condition(&name) else { continue };
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for &node in r.target_nodes(bc.target()) {
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for dof in bc.dofs().list() {
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let v = if matches!(step.procedure, Procedure::Frequency { .. } | Procedure::Buckle { .. }) {
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0.0
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} else {
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bc.value(dof).unwrap_or(0.0)
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};
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held.entry((node, dof)).or_default().push(v);
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}
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}
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}
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}
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let mut dependent: BTreeSet<(u32, u8)> = BTreeSet::new();
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for c in model.couplings().values().filter(|c| c.kind == CouplingKind::Kinematic) {
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for &node in r.sets.get(&c.set).map(|s| s.nodes.as_slice()).unwrap_or_default() {
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dependent.extend(c.dofs.list().into_iter().map(|d| (node, d)));
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}
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}
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for t in model.ties().values() {
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for &node in r.sets.get(&t.secondary).map(|s| s.nodes.as_slice()).unwrap_or_default() {
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dependent.extend((1..=6).map(|d| (node, d)));
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}
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}
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let state = |node: u32, dof: u8| {
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if dependent.contains(&(node, dof)) {
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return crate::Held::Sometimes;
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}
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match held.get(&(node, dof)) {
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None => crate::Held::Free,
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Some(v) if v.len() == steps.len() && v.iter().all(|x| *x == v[0]) => crate::Held::Always(v[0]),
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Some(_) => crate::Held::Sometimes,
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}
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};
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let mut problems = BTreeSet::new();
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let equations = crate::symmetry_equations(model, r, inclined, &model.rotating_nodes(), state, &mut problems);
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unsupported(FORMAT, problems)?;
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self.comment("Symmetry planes not normal to X, Y or Z: per node, no motion along the normal (and no rotation about the plane's axes)");
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for e in &equations {
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self.line("*EQUATION");
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self.line(&e.terms.len().to_string());
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let mut fields = Vec::new();
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for (dof, c) in &e.terms {
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fields.push(format!("{}, {dof}", e.node));
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fields.push(number(*c)?);
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}
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self.line(&fields.join(", "));
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}
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Ok(())
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}
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/// Boundary conditions of a step against the state it starts from.
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fn step_boundaries(&mut self, model: &Model, r: &Resolved, base: &BTreeSet<String>, active: &BTreeSet<String>) -> Result<()> {
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let (base, active) = (&held_conditions(model, base), &held_conditions(model, active));
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if active == base {
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self.comment("boundary conditions: as in the base state");
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Ok(())
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@@ -1188,7 +1284,8 @@ impl Deck {
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BTreeSet::new()
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} else {
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let in_every_step = |n: &String| steps.iter().all(|s| s.boundary_conditions.contains(n));
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model.boundary_conditions().iter().filter(|(n, bc)| holds_at_zero(bc) && in_every_step(n)).map(|(n, _)| n.clone()).collect()
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let all = model.boundary_conditions().iter().filter(|(n, bc)| holds_at_zero(bc) && in_every_step(n)).map(|(n, _)| n.clone()).collect();
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held_conditions(model, &all)
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};
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if !initial.is_empty() {
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self.comment("Initial state: boundary conditions active in every step");
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+115
-1
@@ -16,7 +16,7 @@ pub mod nastran;
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use std::collections::{BTreeMap, BTreeSet};
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use fieldcraft_model::nodal::edge_pressure;
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use fieldcraft_model::{Diagnostic, Load, Model, Resolved, ResolvedDirection};
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use fieldcraft_model::{BoundaryCondition, Diagnostic, Load, Model, Resolved, ResolvedDirection};
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#[derive(Debug, Clone, PartialEq, thiserror::Error)]
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pub enum Error {
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@@ -176,6 +176,120 @@ pub fn edge_pressure_loads<'a>(model: &Model, r: &Resolved, active: impl IntoIte
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Ok(out)
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}
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/// How a degree of freedom is constrained apart from the inclined symmetry planes, for choosing
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/// the dependent one of a plane's equation (formats eliminate it, so it may carry no other
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/// constraint).
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#[derive(Debug, Clone, Copy, PartialEq)]
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pub(crate) enum Held {
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Free,
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/// Held at this value wherever the equation applies: it cannot depend on the others, and an
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/// equation of held ones alone is redundant when the values satisfy it.
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Always(f64),
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/// Held in some steps only, or made dependent by a coupling or tie: it cannot be dependent,
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/// nor can the equation be dropped.
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Sometimes,
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}
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/// A linear equation Σ cⱼ u(node, dofⱼ) = 0 of an inclined symmetry plane, dependent degree of
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/// freedom first.
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#[derive(Debug, Clone, PartialEq)]
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pub(crate) struct Equation {
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pub node: u32,
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pub terms: Vec<(u8, f64)>,
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}
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/// A coefficient below this fraction of its row's largest is round-off of the elimination.
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const NEGLIGIBLE: f64 = 1e-12;
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/// The equations of the inclined symmetry conditions `names` (others are skipped), node by node
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/// in label order: n · u = 0 and, at a node in `rotating`, t₁ · θ = 0 and t₂ · θ = 0 for the
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/// plane's in-plane axes ([`fieldcraft_model::Symmetry`]). The rows of one node (several planes
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/// meet at an edge) are reduced against each other, so each has a dependent degree of freedom
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/// of its own: the largest coefficient among those `held` says are free. A row of held degrees
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/// of freedom only is left out when their values satisfy it; otherwise it is a problem, as is a
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/// row with none free that cannot be left out.
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pub(crate) fn symmetry_equations<'a>(
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model: &Model,
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r: &Resolved,
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names: impl IntoIterator<Item = &'a String>,
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rotating: &BTreeSet<u32>,
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held: impl Fn(u32, u8) -> Held,
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problems: &mut BTreeSet<String>,
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) -> Vec<Equation> {
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let mut rows: BTreeMap<u32, Vec<(&str, [f64; 6])>> = BTreeMap::new();
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let mut seen = BTreeSet::new();
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for name in names {
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if !seen.insert(name.as_str()) {
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continue;
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}
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let Some(BoundaryCondition::Symmetry { target, plane }) = model.boundary_condition(name) else { continue };
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let (Some(n), Some([t1, t2])) = (plane.inclined(), plane.in_plane()) else { continue };
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for &node in r.target_nodes(target) {
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let at = rows.entry(node).or_default();
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at.push((name, [n[0], n[1], n[2], 0.0, 0.0, 0.0]));
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if rotating.contains(&node) || target.reference_point().is_some() {
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at.push((name, [0.0, 0.0, 0.0, t1[0], t1[1], t1[2]]));
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at.push((name, [0.0, 0.0, 0.0, t2[0], t2[1], t2[2]]));
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}
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}
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}
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let mut out = Vec::new();
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for (node, rows) in rows {
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// The equations of this node so far: (dependent index, coefficients).
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let mut done: Vec<(usize, [f64; 6])> = Vec::new();
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for (name, mut c) in rows {
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let scale = c.iter().fold(0.0f64, |m, v| m.max(v.abs()));
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for (d, e) in &done {
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let f = c[*d] / e[*d];
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for k in 0..6 {
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c[k] -= f * e[k];
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}
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c[*d] = 0.0;
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}
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for v in &mut c {
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if v.abs() <= NEGLIGIBLE * scale {
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*v = 0.0;
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}
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}
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if c.iter().all(|v| *v == 0.0) {
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continue;
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}
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let dof = |k: usize| k as u8 + 1;
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let pivot = (0..6).filter(|&k| c[k] != 0.0 && held(node, dof(k)) == Held::Free).fold(None, |best: Option<usize>, k| match best {
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Some(b) if c[b].abs() >= c[k].abs() => Some(b),
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_ => Some(k),
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});
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let Some(pivot) = pivot else {
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let mut residual = 0.0;
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let mut size = 0.0;
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let mut always = true;
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for k in (0..6).filter(|&k| c[k] != 0.0) {
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match held(node, dof(k)) {
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Held::Always(v) => {
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residual += c[k] * v;
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size += (c[k] * v).abs();
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}
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_ => always = false,
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}
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}
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if !always {
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problems.insert(format!(
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"boundary condition `{name}`: at node {node} every degree of freedom the inclined symmetry plane relates is held in some steps only or follows a coupling or tie, so none can be eliminated by its equation"
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));
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} else if residual.abs() > 1e-9 * size {
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problems.insert(format!("boundary condition `{name}`: node {node} is held off the inclined symmetry plane"));
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}
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continue;
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};
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let mut terms = vec![(dof(pivot), c[pivot])];
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terms.extend((0..6).filter(|&k| k != pivot && c[k] != 0.0).map(|k| (dof(k), c[k])));
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out.push(Equation { node, terms });
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done.push((pivot, c));
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}
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}
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out
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}
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/// The global degree of freedom (1–6) a spring or dashpot direction acts along, when it is one
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/// (a vector or line along an axis counts: the sign does not matter to a spring).
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pub(crate) fn axis_dof(d: ResolvedDirection) -> Option<u8> {
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@@ -40,7 +40,8 @@
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//! LS-DYNA's defaults; a step without nonlinear geometry and hyperelastic materials in nonlinear
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//! steps are refused); boundary conditions
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//! as `*BOUNDARY_SPC_*_ID` (named) and `*BOUNDARY_PRESCRIBED_MOTION_*_ID` for non-zero
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//! displacements; forces, moments and tractions as `*LOAD_NODE_SET`/`_POINT` from the
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//! displacements, a symmetry plane not normal to X, Y or Z as `*BOUNDARY_SPC_*_ID` in a
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//! `*DEFINE_COORDINATE_SYSTEM` whose x axis is the plane's normal; forces, moments and tractions as `*LOAD_NODE_SET`/`_POINT` from the
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//! resolved nodal values; pressure as `*LOAD_SEGMENT_SET`; gravity as `*LOAD_BODY_X/Y/Z`
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//! (with `*LOAD_BODY_PARTS` when it acts on a set); output as `*DATABASE_BINARY_D3PLOT`,
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//! `*DATABASE_SPCFORC` and `*DATABASE_EXTENT_BINARY`.
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@@ -1048,6 +1049,24 @@ fn boundary_condition(
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(r.reference_point_nodes.get(p).copied().ok_or_else(|| broken(format!("boundary condition `{name}`: reference point `{p}`")))?, "NODE")
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}
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};
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// A symmetry plane not normal to an axis: held in a coordinate system whose x axis is its
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// normal and whose xy plane holds its first in-plane axis (translation x, rotations y and z).
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if let BoundaryCondition::Symmetry { plane, .. } = bc
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&& let (Some(n), Some([t1, _])) = (plane.inclined(), plane.in_plane())
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{
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*constraint_id = constraint_id.saturating_add(1);
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let cid = *constraint_id;
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d.line("*DEFINE_COORDINATE_SYSTEM");
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d.header(&["cid", "xo", "yo", "zo", "xl", "yl", "zl", "cidl"]);
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d.card([Field::from(cid), Field::from(0.0), Field::from(0.0), Field::from(0.0), Field::from(n[0]), Field::from(n[1]), Field::from(n[2])]);
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d.header(&["xp", "yp", "zp"]);
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d.card([Field::from(t1[0]), Field::from(t1[1]), Field::from(t1[2])]);
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d.line(&format!("*BOUNDARY_SPC_{suffix}_ID"));
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id_card(d, constraint_id, name);
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d.header(&["nsid", "cid", "dofx", "dofy", "dofz", "dofrx", "dofry", "dofrz"]);
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d.card([Field::from(entity), Field::from(cid)].into_iter().chain([1, 0, 0, 0, 1, 1].map(|v: i32| Field::from(v))));
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return Ok(());
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}
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let dofs = bc.dofs();
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// Held degrees of freedom (in a frequency step every constrained one is held).
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let held: Vec<u8> = dofs.list().into_iter().filter(|dof| !is_static || bc.value(*dof).is_none_or(|v| v == 0.0)).collect();
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@@ -22,6 +22,9 @@
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//! the basic X axis through a `CORD2R`;
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//! - boundary conditions: per step, one constraint set of `SPC1` (held degrees of freedom) and
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//! `SPC` (prescribed values); in a modes step every constrained degree of freedom is held;
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//! symmetry about a plane not normal to X, Y or Z: one `MPC` set per step, an equation per node
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//! and held direction (n · u = 0, and t · θ = 0 about the plane's two axes at shell and beam
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//! grids), its dependent component one no `SPC` or rigid element constrains;
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//! - forces, moments and tractions: `FORCE` and `MOMENT` at the nodal values the model resolves,
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//! so every writer and the solver share one distribution; pressure: `PLOAD4` per element face;
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//! gravity: `GRAV`; a step with several loads combines them with `LOAD`;
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@@ -241,6 +244,8 @@ type Constraints = BTreeMap<u32, [Option<f64>; 6]>;
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struct Subcase<'m> {
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step: &'m Step,
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spc: Option<u32>,
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/// The equations of its inclined symmetry planes.
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mpc: Option<u32>,
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load: Option<u32>,
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method: Option<u32>,
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}
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@@ -269,6 +274,8 @@ struct Deck<'m> {
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dependent: BTreeMap<u32, (Dofs, &'m str)>,
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/// Constraint sets by id.
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spc_sets: Vec<(u32, Constraints)>,
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/// Multipoint constraint sets (inclined symmetry planes) by id.
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mpc_sets: Vec<(u32, Vec<crate::Equation>)>,
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/// Load name → load set id.
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load_sids: BTreeMap<&'m str, u32>,
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/// Combinations: (id, load set ids).
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@@ -310,7 +317,7 @@ impl<'m> Deck<'m> {
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model,
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r,
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sol,
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subcases: steps.into_iter().map(|step| Subcase { step, spc: None, load: None, method: None }).collect(),
|
||||
subcases: steps.into_iter().map(|step| Subcase { step, spc: None, mpc: None, load: None, method: None }).collect(),
|
||||
problems,
|
||||
next_sid: 1,
|
||||
materials: BTreeMap::new(),
|
||||
@@ -321,6 +328,7 @@ impl<'m> Deck<'m> {
|
||||
discrete: Vec::new(),
|
||||
dependent: BTreeMap::new(),
|
||||
spc_sets: Vec::new(),
|
||||
mpc_sets: Vec::new(),
|
||||
load_sids: BTreeMap::new(),
|
||||
combinations: Vec::new(),
|
||||
}
|
||||
@@ -587,6 +595,7 @@ impl<'m> Deck<'m> {
|
||||
/// One constraint set per distinct step constraint, checked against coupled nodes.
|
||||
fn plan_constraints(&mut self) -> Result<()> {
|
||||
let (model, r) = (self.model, self.r);
|
||||
let rotating = model.rotating_nodes();
|
||||
// Conflicts, one problem per pair of definitions: the nodes they meet on.
|
||||
let mut clashes: BTreeMap<(&str, &str, &str), BTreeSet<u32>> = BTreeMap::new();
|
||||
let mut on_dependent: BTreeMap<(&str, &str), BTreeSet<u32>> = BTreeMap::new();
|
||||
@@ -598,6 +607,10 @@ impl<'m> Deck<'m> {
|
||||
for name in &step.boundary_conditions {
|
||||
let Some(bc) = model.boundary_condition(name) else { continue };
|
||||
let dofs = bc.dofs();
|
||||
// Inclined symmetry planes hold no global degree of freedom: they are equations.
|
||||
if dofs.is_empty() {
|
||||
continue;
|
||||
}
|
||||
// In a modes step every constrained degree of freedom is held.
|
||||
let values: Vec<(u8, f64)> = dofs.list().into_iter().filter_map(|d| Some((d, if modes { 0.0 } else { bc.value(d)? }))).collect();
|
||||
for &node in r.target_nodes(bc.target()) {
|
||||
@@ -622,6 +635,19 @@ impl<'m> Deck<'m> {
|
||||
}
|
||||
}
|
||||
}
|
||||
let dependent = &self.dependent;
|
||||
let held = |node: u32, dof: u8| match (
|
||||
dependent.get(&node),
|
||||
set.get(&node).and_then(|v| v.get(usize::from(dof).checked_sub(1)?).copied().flatten()),
|
||||
) {
|
||||
(Some((d, _)), _) if d.contains(dof) => crate::Held::Sometimes,
|
||||
(_, Some(v)) => crate::Held::Always(v),
|
||||
_ => crate::Held::Free,
|
||||
};
|
||||
let equations = crate::symmetry_equations(model, r, &step.boundary_conditions, &rotating, held, &mut self.problems);
|
||||
if !equations.is_empty() {
|
||||
sub.mpc = Some(intern(&mut self.mpc_sets, &mut self.next_sid, equations)?);
|
||||
}
|
||||
if !set.is_empty() {
|
||||
sub.spc = Some(intern(&mut self.spc_sets, &mut self.next_sid, set)?);
|
||||
}
|
||||
@@ -707,7 +733,7 @@ impl<'m> Deck<'m> {
|
||||
let _ = writeln!(out, "SUBCASE {}", i + 1);
|
||||
let title: String = format!(" SUBTITLE = {}", sub.step.name).chars().take(72).collect();
|
||||
let _ = writeln!(out, "{title}");
|
||||
for (key, sid) in [("SPC", sub.spc), ("LOAD", sub.load), ("METHOD", sub.method)] {
|
||||
for (key, sid) in [("SPC", sub.spc), ("MPC", sub.mpc), ("LOAD", sub.load), ("METHOD", sub.method)] {
|
||||
if let Some(sid) = sid {
|
||||
let _ = writeln!(out, " {key} = {sid}");
|
||||
}
|
||||
@@ -715,6 +741,7 @@ impl<'m> Deck<'m> {
|
||||
for v in &sub.step.output {
|
||||
let request = match v {
|
||||
OutputVariable::Displacement => "DISPLACEMENT",
|
||||
OutputVariable::ReactionForce if sub.mpc.is_some() => "SPCFORCES = ALL\n MPCFORCES",
|
||||
OutputVariable::ReactionForce => "SPCFORCES",
|
||||
OutputVariable::Stress => "STRESS",
|
||||
OutputVariable::Strain => "STRAIN",
|
||||
@@ -892,6 +919,23 @@ impl<'m> Deck<'m> {
|
||||
Card::new("SPC").int(*sid).int(node).int(component(Dofs::from_bits(mask))).real(value).write(out)?;
|
||||
}
|
||||
}
|
||||
for (sid, equations) in &self.mpc_sets {
|
||||
for sub in self.subcases.iter().filter(|s| s.mpc == Some(*sid)) {
|
||||
comment(out, &format!("step {}: inclined symmetry planes, MPC {sid} (the first grid component is dependent)", sub.step.name));
|
||||
}
|
||||
for e in equations {
|
||||
// SID, then (G, C, A) triples: two on the first line (its last field blank), two
|
||||
// per continuation after a blank first field.
|
||||
let mut card = Card::new("MPC").int(*sid);
|
||||
for (i, (dof, c)) in e.terms.iter().enumerate() {
|
||||
if i % 2 == 0 && i > 0 {
|
||||
card = card.blank().blank();
|
||||
}
|
||||
card = card.int(e.node).int(i64::from(*dof)).real(*c);
|
||||
}
|
||||
card.write(out)?;
|
||||
}
|
||||
}
|
||||
Ok(())
|
||||
}
|
||||
|
||||
|
||||
@@ -0,0 +1,193 @@
|
||||
//! Symmetry about a plane not normal to X, Y or Z in the three decks (#242): Abaqus `*EQUATION`s,
|
||||
//! Nastran `MPC` sets and an LS-DYNA `*BOUNDARY_SPC` in a local coordinate system, on a small
|
||||
//! shell plate of our own whose diagonal x = y is the plane.
|
||||
|
||||
use fieldcraft_decks::{Error, abaqus, lsdyna, nastran};
|
||||
use fieldcraft_model::{
|
||||
BoundaryCondition, Elastic, ElementFace, ElementKind, Formulation, Load, Material, Model, Procedure, Section, SectionKind, Set, Step, Symmetry,
|
||||
Target,
|
||||
};
|
||||
|
||||
/// A 2 × 2 quad4 shell plate in the XY plane (nodes 1–9, x and y in 0, 1, 2), clamped on x = 0,
|
||||
/// the inclined plane (normal (1, −1, 0)) on the diagonal nodes 1, 5 and 9, under pressure;
|
||||
/// steps `Load` (static) and `Modes`, `in_modes` saying whether the plane is active in both.
|
||||
fn plate(in_modes: bool) -> Model {
|
||||
let mut m = Model::default();
|
||||
for j in 0..3u32 {
|
||||
for i in 0..3u32 {
|
||||
m.set_node(1 + i + 3 * j, [f64::from(i), f64::from(j), 0.0]).unwrap();
|
||||
}
|
||||
}
|
||||
for (e, n) in [(1, [1, 2, 5, 4]), (2, [2, 3, 6, 5]), (3, [4, 5, 8, 7]), (4, [5, 6, 9, 8])] {
|
||||
m.set_element(e, ElementKind::Quad4, n.to_vec()).unwrap();
|
||||
}
|
||||
m.add_material(
|
||||
"Steel",
|
||||
Material { elastic: Some(Elastic::Isotropic { young: 210e3, poisson: 0.3 }), density: Some(7.85e-9), ..Material::default() },
|
||||
)
|
||||
.unwrap();
|
||||
m.add_set("all", Set { elements: vec![1, 2, 3, 4], ..Set::default() }).unwrap();
|
||||
let kind = SectionKind::Shell { thickness: 0.1, offset: 0.0, points: 5 };
|
||||
m.add_section("plate", Section { set: "all".into(), material: "Steel".into(), kind, formulation: Formulation::default() }).unwrap();
|
||||
m.add_set("edge", Set { nodes: vec![1, 4, 7], ..Set::default() }).unwrap();
|
||||
m.add_set("diagonal", Set { nodes: vec![1, 5, 9], ..Set::default() }).unwrap();
|
||||
let faces = (1..=4).map(|element| ElementFace { element, face: 1 }).collect();
|
||||
m.add_set("top", Set { faces, ..Set::default() }).unwrap();
|
||||
m.add_boundary_condition("clamp", BoundaryCondition::Fixed { target: Target::Set("edge".into()) }).unwrap();
|
||||
let plane = Symmetry::from_normal([1.0, -1.0, 0.0]).unwrap();
|
||||
m.add_boundary_condition("sym", BoundaryCondition::Symmetry { target: Target::Set("diagonal".into()), plane }).unwrap();
|
||||
m.add_load("q", Load::Pressure { set: "top".into(), magnitude: 0.01 }).unwrap();
|
||||
let mut load = Step::new("Load", Procedure::Static {});
|
||||
load.boundary_conditions = ["clamp", "sym"].map(String::from).into();
|
||||
load.loads = ["q".to_string()].into();
|
||||
m.add_step(load, None).unwrap();
|
||||
let mut modes = Step::new("Modes", Procedure::Frequency { modes: 3, min_hz: None, max_hz: None });
|
||||
modes.boundary_conditions = if in_modes { ["clamp", "sym"].map(String::from).into() } else { ["clamp".to_string()].into() };
|
||||
m.add_step(modes, None).unwrap();
|
||||
m
|
||||
}
|
||||
|
||||
/// A Nastran real: an exponent may come without `E`.
|
||||
fn real(s: &str) -> f64 {
|
||||
let split = s.char_indices().skip(1).find(|(i, c)| (*c == '+' || *c == '-') && !s[..*i].ends_with(['E', 'e']));
|
||||
match split {
|
||||
Some((i, _)) => format!("{}E{}", &s[..i], &s[i..]).parse().unwrap(),
|
||||
None => s.parse().unwrap(),
|
||||
}
|
||||
}
|
||||
|
||||
fn dot(a: [f64; 3], b: [f64; 3]) -> f64 {
|
||||
(0..3).map(|k| a[k] * b[k]).sum()
|
||||
}
|
||||
|
||||
/// Every equation is one of the plane's at a free node: its terms on one node, its coefficients
|
||||
/// along the normal (translations) or along an in-plane axis (rotations), unit length; nodes 5
|
||||
/// and 9 get three each (n · u, t₁ · θ, t₂ · θ); node 1 is clamped, so its equations are left out;
|
||||
/// no dependent degree of freedom repeats.
|
||||
fn check(equations: &[(u32, Vec<(u8, f64)>)]) {
|
||||
let n = [1.0 / 2f64.sqrt(), -1.0 / 2f64.sqrt(), 0.0];
|
||||
let mut dependents = std::collections::BTreeSet::new();
|
||||
let mut per_node = std::collections::BTreeMap::<u32, usize>::new();
|
||||
for (node, terms) in equations {
|
||||
assert!(dependents.insert((*node, terms[0].0)), "{node} {terms:?}");
|
||||
*per_node.entry(*node).or_default() += 1;
|
||||
let mut v = [0.0; 3];
|
||||
let rotation = terms[0].0 > 3;
|
||||
for (dof, c) in terms {
|
||||
assert_eq!(*dof > 3, rotation, "{terms:?}");
|
||||
v[usize::from((dof - 1) % 3)] = *c;
|
||||
}
|
||||
assert!((dot(v, v) - 1.0).abs() < 1e-12, "{terms:?}");
|
||||
if rotation {
|
||||
assert!(dot(v, n).abs() < 1e-12, "{terms:?}");
|
||||
} else {
|
||||
assert!((dot(v, n).abs() - 1.0).abs() < 1e-12, "{terms:?}");
|
||||
}
|
||||
}
|
||||
assert_eq!(per_node, [(5, 3), (9, 3)].into());
|
||||
}
|
||||
|
||||
#[test]
|
||||
fn abaqus_writes_equations_in_the_model_data() {
|
||||
let deck = abaqus::write(&plate(true)).unwrap();
|
||||
let lines: Vec<&str> = deck.lines().collect();
|
||||
let mut equations = Vec::new();
|
||||
for (i, l) in lines.iter().enumerate() {
|
||||
if *l == "*EQUATION" {
|
||||
let count: usize = lines[i + 1].trim().parse().unwrap();
|
||||
let f: Vec<&str> = lines[i + 2].split(',').map(str::trim).collect();
|
||||
assert_eq!(f.len(), 3 * count, "{}", lines[i + 2]);
|
||||
let node: u32 = f[0].parse().unwrap();
|
||||
let terms = f.chunks(3).map(|t| (t[1].parse().unwrap(), t[2].parse().unwrap())).collect();
|
||||
assert!(f.chunks(3).all(|t| t[0] == f[0]));
|
||||
equations.push((node, terms));
|
||||
}
|
||||
}
|
||||
check(&equations);
|
||||
// Model data, before the first step; the plane is no `*BOUNDARY` line.
|
||||
let first_step = deck.find("*STEP").unwrap();
|
||||
assert!(deck.rfind("*EQUATION").unwrap() < first_step);
|
||||
assert!(!deck.contains("SYMM"), "{deck}");
|
||||
|
||||
let e = abaqus::write(&plate(false)).unwrap_err();
|
||||
assert!(matches!(&e, Error::Unsupported { what, .. } if what.contains("boundary condition `sym`") && what.contains("some steps only")), "{e}");
|
||||
}
|
||||
|
||||
#[test]
|
||||
fn nastran_writes_one_mpc_set_per_step() {
|
||||
// A static deck and a modes deck (one solution per run).
|
||||
for (steps, sol) in [("Load", 101), ("Modes", 103)] {
|
||||
let m = fieldcraft_decks::with_steps(&plate(true), &[steps.to_string()]).unwrap();
|
||||
let deck = nastran::write(&m).unwrap();
|
||||
assert!(deck.contains(&format!("SOL {sol}")));
|
||||
let sid = deck.lines().find_map(|l| l.trim().strip_prefix("MPC = ")).unwrap().to_string();
|
||||
// MPC entries: SID, then (grid, component, coefficient) triples; the continuation after
|
||||
// two triples starts with a blank field. Large-field lines are 16 columns per field.
|
||||
let mut equations = Vec::new();
|
||||
let mut fields: Vec<String> = Vec::new();
|
||||
let flush = |fields: &mut Vec<String>, equations: &mut Vec<(u32, Vec<(u8, f64)>)>| {
|
||||
if fields.is_empty() {
|
||||
return;
|
||||
}
|
||||
assert_eq!(fields[0], sid);
|
||||
let data: Vec<&String> = fields[1..].iter().enumerate().filter(|(i, _)| !matches!(i % 8, 6 | 7)).map(|(_, f)| f).collect();
|
||||
let triples: Vec<(u32, u8, f64)> = data
|
||||
.chunks(3)
|
||||
.filter(|t| t.len() == 3 && !t[0].is_empty())
|
||||
.map(|t| (t[0].parse().unwrap(), t[1].parse().unwrap(), real(t[2])))
|
||||
.collect();
|
||||
assert!(triples.iter().all(|t| t.0 == triples[0].0));
|
||||
equations.push((triples[0].0, triples.iter().map(|t| (t.1, t.2)).collect()));
|
||||
fields.clear();
|
||||
};
|
||||
for line in deck.lines() {
|
||||
let (head, rest) = line.split_at(8.min(line.len()));
|
||||
let row: Vec<String> = rest.as_bytes().chunks(16).map(|c| String::from_utf8_lossy(c).trim().to_string()).collect();
|
||||
let mut row = row;
|
||||
row.resize(4, String::new());
|
||||
match head.trim() {
|
||||
"MPC*" => {
|
||||
flush(&mut fields, &mut equations);
|
||||
fields.extend(row);
|
||||
}
|
||||
"*" if !fields.is_empty() => fields.extend(row),
|
||||
_ => flush(&mut fields, &mut equations),
|
||||
}
|
||||
}
|
||||
flush(&mut fields, &mut equations);
|
||||
check(&equations);
|
||||
}
|
||||
}
|
||||
|
||||
#[test]
|
||||
fn lsdyna_holds_the_plane_in_a_local_system() {
|
||||
let deck = lsdyna::write(&plate(true)).unwrap().text;
|
||||
let block = |keyword: &str| -> Vec<Vec<f64>> {
|
||||
let at = deck.find(keyword).unwrap();
|
||||
deck[at..]
|
||||
.lines()
|
||||
.skip(1)
|
||||
.filter(|l| !l.starts_with('$'))
|
||||
.take_while(|l| !l.starts_with('*'))
|
||||
.map(|l| l.as_bytes().chunks(20).filter_map(|c| String::from_utf8_lossy(c).trim().parse().ok()).collect())
|
||||
.collect()
|
||||
};
|
||||
let system = block("*DEFINE_COORDINATE_SYSTEM");
|
||||
let (cid, x, p) = (system[0][0], [system[0][4], system[0][5], system[0][6]], [system[1][0], system[1][1], system[1][2]]);
|
||||
assert!((x[0] + x[1]).abs() < 1e-12 && x[2] == 0.0 && (dot(x, x) - 1.0).abs() < 1e-12, "{x:?}");
|
||||
assert!(dot(x, p).abs() < 1e-12, "{p:?}");
|
||||
// The SPC after the system: its id card, then nsid, cid and the held local directions.
|
||||
let at = deck.find("*DEFINE_COORDINATE_SYSTEM").unwrap();
|
||||
let spc = deck[at..].find("*BOUNDARY_SPC_SET_ID").unwrap() + at;
|
||||
let card: Vec<f64> = deck[spc..]
|
||||
.lines()
|
||||
.skip(2)
|
||||
.find(|l| !l.starts_with('$'))
|
||||
.unwrap()
|
||||
.as_bytes()
|
||||
.chunks(20)
|
||||
.map(|c| String::from_utf8_lossy(c).trim().parse().unwrap())
|
||||
.collect();
|
||||
assert_eq!(card[1], cid);
|
||||
assert_eq!(&card[2..], [1.0, 0.0, 0.0, 0.0, 1.0, 1.0]);
|
||||
}
|
||||
Reference in new issue
Block a user