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docs(elements): rewrite README for Element{K,P,S,N} and DOFHandler
Replace outdated NamedTuple dof_indices narrative with flat tuples, `local_dof_layout`, and `create_elements!` workflows. - Align examples with `@DOFSet` and multi-field thermo-mechanical setup. - Document extraction/interpolation entry points and compile-time `field_dof_range`. - Point readers at dofs/topology/basis/assemblers tests without referencing removed files.
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# Elements Module
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# src/elements/
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This module implements finite elements following Ciarlet's mathematical definition, adapted for computational efficiency.
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The `Element{K, P, S, N}` template plus the DOF-extraction and
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field-interpolation utilities used by the assembly kernels.
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## Ciarlet's Finite Element Triple (K, P, Σ)
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## Mathematical background
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### Mathematical Definition
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A finite element is, in Ciarlet's sense, a triple `(K, P, Σ)` where
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A finite element is a triple **(K, P, Σ)** where:
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- `K` is the reference domain (a topology),
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- `P` is the local approximation space (a basis family), and
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- `Σ` is a set of linear functionals (degrees of freedom).
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- **K** ⊂ ℝⁿ: Compact, connected reference domain (geometric set)
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- **P**: Finite-dimensional space of functions on K
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- **Σ** = {σ₁, ..., σₙ}: Set of linear functionals σᵢ : P → ℝ (dual basis)
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In the implementation `Σ` is encoded by a field specification `S` that
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together with `K` and `P` uniquely determines the functionals for the
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standard Lagrange / Serendipity families. `S` is the DOFSet built by the
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`@DOFSet` macro in `src/dofs/`.
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### Computational Implementation
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We use **(K, P, S)** where:
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- **K**: Reference domain type (e.g., `Triangle{3}`, `Tetrahedron{4}`) - **exact match**
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- **P**: Polynomial space type (e.g., `Lagrange{1}`, `Lagrange{2}`) - **exact match**
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- **S**: Field specification → **uniquely determines Σ** (computational encoding)
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### Why S Instead of Σ?
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**S does not equal Σ, but S determines Σ uniquely.**
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For standard Lagrange elements:
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| S specification | Resulting Σ functionals | Example |
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|----------------|------------------------|---------|
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| `Float64, Vertex` | σᵢ(u) = u(vertex_i) | Point evaluation (nodal values) |
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| `Vec{3}, Vertex` | σᵢ(u) = uₐ(vertex_i), α=1,2,3 | Vector point evaluation |
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| `Float64, Cell` | σ(u) = (1/\|K\|) ∫_K u dx | Cell-average functional |
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| `Float64, Edge` | σ(u) = ∫_edge u ds | Edge integral functional |
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**Rationale:**
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1. Functionals are never instantiated in computational FEM
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2. S contains the essential information: quantity type + entity location
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3. Given (K, P, S), the functionals Σ are uniquely determined
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4. Type-level encoding = zero runtime cost
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## Element Structure
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## The element type
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```julia
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struct Element{K<:AbstractTopology, P<:AbstractBasis, S<:DOFSet, N}
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id::UInt # Element identifier (mesh index)
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dof_indices::NTuple{N,UInt64} # Flat tuple of global DOF indices
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id::UInt
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dof_indices::NTuple{N, UInt64}
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end
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```
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### Design Philosophy
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- `K` and `P` are types — no runtime fields.
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- `S` is a NamedTuple type whose values are `DOF{Quantity, Entity}`
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(see `src/dofs/README.md`).
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- `N` is the total number of local DOFs (computed by the constructor).
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- `dof_indices` is a flat tuple of global DOF indices in the order
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defined by `local_dof_layout(::Type{Element{K, P, S, N}})`.
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**Everything mathematical lives in the types.** The instance holds only:
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Use `create_elements!(mesh, Element{K, P, S})` to build a
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`Vector{Element{K, P, S, N}}` together with a `DOFHandler` that already
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carries the inverse DOF connectivity.
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- Identification (`id`)
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- Assignment (`dof_indices`)
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## Compile-time DOF layout
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No connectivity, no coordinates stored in element! Mesh holds geometric data.
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### Type Stability via @generated Constructor
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The `dof_indices` field is typed as `NamedTuple` (without parameters), but the `@generated` constructor ensures the concrete type is inferred:
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`local_dof_layout(::Type{Element{K, P, S, N}})` is a `@generated`
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function returning `NTuple{N, DOFLayoutEntry}`; each entry exposes
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`field_idx`, `entity_local`, `component`. The compiler folds the result
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into a constant at the call site, so DOF decoding inside hot loops is a
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tuple lookup with no arithmetic.
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```julia
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@generated function Element{K,P,S}(id::UInt, dof_indices::D) where {K,P,S,D<:NamedTuple}
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# Julia infers D = @NamedTuple{u::NTuple{12, Int64}} from the argument
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# Field access elem.dof_indices.u returns NTuple{12, Int64} (type-stable!)
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end
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S = @DOFSet{u::DOF{Displacement{3}, Vertex}}
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ET = Element{Hex8, Lagrange{1}, S, 24}
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local_dof_layout(ET)
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```
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This achieves zero-allocation performance without adding a 4th type parameter.
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## Building elements
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## Field Specifications
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### Single-Field Elements
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### Single-field
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```julia
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# Heat conduction (scalar field at vertices)
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S = @NamedTuple{T::Tuple{Float64, Vertex}}
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Element{Triangle{3}, Lagrange{1}, S}(UInt(1), (T=(1, 2, 3),))
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S = @DOFSet{u::DOF{Displacement{3}, Vertex}}
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ET = Element{Tetrahedron{4}, Lagrange{1}, S}
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# 2D elasticity (vector field at vertices)
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S = @NamedTuple{u::Tuple{Vec{2}, Vertex}}
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Element{Triangle{3}, Lagrange{1}, S}(UInt(1), (u=(1, 2, 3, 4, 5, 6),))
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elements, handler = create_elements!(mesh, ET)
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```
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### Multi-Field Elements
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### Multi-field
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```julia
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# Thermo-mechanical coupling
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S = @NamedTuple{
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T::Tuple{Float64, Vertex}, # Temperature at vertices
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u::Tuple{Vec{3}, Vertex} # Displacement at vertices
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}
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S = @DOFSet{T::DOF{Temperature, Vertex},
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u::DOF{Displacement{3}, Vertex}}
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Element{Tetrahedron{4}, Lagrange{1}, S}(
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UInt(1),
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(T=(1,2,3,4), u=(5,6,7,8,9,10,11,12,13,14,15,16))
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)
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# Access fields directly
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elem.dof_indices.T # (1, 2, 3, 4)
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elem.dof_indices.u # (5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16)
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elements, handler = create_elements!(mesh, Element{Tetrahedron{4}, Lagrange{1}, S})
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```
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## DOF Extraction
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In both cases `dof_indices` is a flat `NTuple` whose ordering is dictated
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by `local_dof_layout`.
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Two extraction strategies for getting element DOFs from global solution:
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## DOF extraction from a global vector
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### Flat Extraction
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Two extraction strategies are provided. Both are zero-allocation and
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type-stable.
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Returns scalars grouped by field:
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### Flat extraction
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```julia
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u_global = [1.0, 2.0, ..., 20.0]
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dofs = extract_element_dofs(elem, u_global)
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# Returns: (u = (1.0, 2.0, 3.0, ..., 12.0),)
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# (u = (1.0, 2.0, ..., 12.0),)
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```
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### Structured Extraction
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### Structured extraction
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Returns quantities matching field type (Vec, Tensor, etc.):
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Reinterprets the values into the field's quantity type so that they can
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be combined with shape-function values directly.
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```julia
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dofs = extract_element_dofs_structured(elem, u_global)
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# Returns: (u = (Vec{3}(1,2,3), Vec{3}(4,5,6), Vec{3}(7,8,9), Vec{3}(10,11,12)),)
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# (u = (Vec{3}(1,2,3), Vec{3}(4,5,6), ...),)
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u_at_xi = N1 * dofs.u[1] + N2 * dofs.u[2] + N3 * dofs.u[3] + N4 * dofs.u[4]
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```
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**Use case:** Structured extraction is for interpolation where tuple length must match shape function count:
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## Field-block ranges (multi-field)
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Per-field local index ranges are computed at compile time and are useful
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for picking out coupling sub-blocks of an element matrix:
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```julia
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u_interp = N1 * u1 + N2 * u2 + N3 * u3 + N4 * u4
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T_range = field_dof_range(elem, :T) # 1:4 for Tet4 + Vertex
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u_range = field_dof_range(elem, :u) # 5:16
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K_Tu = K_local[T_range, u_range]
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```
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Both are **zero-allocation** (5.5 ns) thanks to type stability and `@generated` functions.
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## Local-Global DOF Mapping
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For coupled multi-field assembly:
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## Type queries
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```julia
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# Element with 2 fields: T (4 DOFs) + u (12 DOFs) = 16 total
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map = local_to_global_map(elem)
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# map[1:4] = [1,2,3,4] Temperature DOFs
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# map[5:16] = [10,...,21] Displacement DOFs
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# Assembly loop
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K_local = zeros(16, 16) # Fully coupled local matrix
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# ... fill K_local with physics coupling (∂T/∂u, ∂u/∂T, etc.) ...
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for i in 1:16, j in 1:16
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K_global[map[i], map[j]] += K_local[i, j]
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end
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topology_type(elem) # K
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basis_type(elem) # P
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dof_type(elem) # S
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n_element_dofs(elem) # N
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nnodes(elem) # nnodes(K)
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```
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### Field-Specific DOF Ranges
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## Files
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Extract local DOF ranges for field blocks (compile-time computation):
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- `elements.jl` — element type, constructors, type queries,
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`local_dof_layout`.
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- `extract_element_dofs.jl` — flat and structured DOF extraction.
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- `interpolate.jl` — field interpolation at points
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(`interpolate_field`, `interpolate_fields`,
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`interpolate_field_value`, `interpolate_local_fields`).
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```julia
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T_range = field_dof_range(elem, :T) # 1:4
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u_range = field_dof_range(elem, :u) # 5:16
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## Related code
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# Extract field-field coupling block
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K_Tu = K_local[T_range, u_range] # 4×12 temperature-displacement coupling
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```
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The range is computed at compile time via `@generated` - zero runtime cost.
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## Type Queries
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```julia
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topology_type(elem) # Tetrahedron{4}
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basis_type(elem) # Lagrange{1}
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dof_type(elem) # @NamedTuple{T::Tuple{Float64,Vertex}, u::Tuple{Vec{3},Vertex}}
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nnodes(elem) # 4
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```
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## Performance Notes
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### Type Stability Achievement
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The key to zero allocations was ensuring `elem.dof_indices` has a concrete type:
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**Before (BAD):**
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```julia
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dof_indices::NamedTuple # Type instability!
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# Field access returns Any → heap allocation
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```
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**After (GOOD):**
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```julia
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@generated function Element{K,P,S}(id::UInt, dof_indices::D) where {K,P,S,D<:NamedTuple}
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# Julia infers D = @NamedTuple{u::NTuple{12,Int64}}
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# Field access returns NTuple{12,Int64} → stack allocation!
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end
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```
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### Benchmark Results
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```text
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Flat extraction: 5.472 ns (0 allocations: 0 bytes)
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Structured extraction: 5.474 ns (0 allocations: 0 bytes)
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```
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Compared to original implementation: **300× faster**, zero allocations.
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## Files in This Module
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- `elements.jl` - Element struct, constructors, type queries
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- `extract_element_dofs.jl` - DOF extraction (flat and structured)
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- `README.md` - This file (module documentation)
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## See Also
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- `docs/src/developer/dof_extraction.md` - Detailed DOF extraction design
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- `test/elements/test_extract_element_dofs.jl` - Comprehensive test suite
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- `src/dofs/README.md` — DOFSet, `DOF{Q, E}` and `DOFHandler`.
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- `src/topology/` — `Triangle`, `Tetrahedron`, `Hexahedron`,
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topological entities.
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- `src/basis/README.md` — basis families and interpolation API.
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- `src/assemblers/` — assemblers consume `local_dof_layout`
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and the element DOF tuples.
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- `test/elements/` — public test suite.
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