skfem-native

skfem-native (import skfemntv) is a compact C++ finite-element assembly engine with a scikit-fem-compatible Python API.

skfemntv is an independent project. It is not part of, maintained by, or affiliated with the scikit-fem project. scikit-fem is used only by the test suite as a numerical and API reference; it is never a runtime dependency.

Compatibility applies to the documented subset, not to every scikit-fem API. Unsupported forms and operations raise skfemntv.UnsupportedNativeForm; there is no runtime fallback to scikit-fem or Python element assembly.

Installation

Install the latest release from PyPI:

python -m pip install skfem-native

The distribution name is skfem-native; the Python import name is skfemntv:

import skfemntv

# Convenient when porting a form from scikit-fem's supported subset:
import skfemntv as skfem

PyPI provides prebuilt CPython 3.10--3.14 wheels for Linux x86_64 (glibc 2.27 or newer), Windows AMD64, macOS arm64, and macOS x86_64. On these platforms, pip selects the matching wheel automatically; users do not need a C++ compiler. Other platforms, including Linux arm64, Alpine/musl, Windows 32-bit, and PyPy, currently have no prebuilt wheel and may require a source build toolchain.

API contract

scikit-fem-compatible subset

skfemntv extensions

These APIs are useful native-assembly features but are not expected to run unchanged with upstream scikit-fem.

Intentionally out of scope

• linear and nonlinear solvers;
• condensation and pressure-pinning policy;
• contact, mortar, or Nitsche formulation selection;
• automatic fallback for unsupported scikit-fem forms;
• importing scikit-fem at runtime.

The core H1 assembly engine exposes reusable SciPy CSR matrices and supports Tri3/Tri6, Quad4/Quad9, Tet4/Tet10, Wedge6, Pyramid5, and Hex8/Hex27 volume and facet integration, mixed fields, and nonmatching surface coupling.

Reproducible scaling reports live under benchmarks/. In addition to the Poisson comparison, benchmarks/nonlinear-assembly/neo_hookean.py measures fused Tet4 Neo-Hookean residual/tangent assembly against numerically equivalent scikit-fem forms, including one- and four-thread native series.

The topology-independent Neo-Hookean kernel is also regression-tested with native Tet10, Hex27, Wedge6, and Pyramid5 bases. Tet10, Hex27, and Wedge6 residuals and consistent tangents are compared with equivalent scikit-fem forms at integration orders 2, 4, and 6; Pyramid5 uses finite-difference consistent-tangent checks because it is an skfemntv extension. Every topology checks serial/parallel agreement, inverted deformation, and singular geometry.

Stateful small-strain J2 plasticity uses the same fused assembly shape. The input state remains committed until the caller accepts the returned trial state, so a failed Newton step can be rolled back by retaining the old object:

material = skfemntv.J2Plasticity(
    young_modulus=210e3,
    poisson_ratio=.3,
    yield_stress=250.,
    hardening_modulus=1e3,
)
assembler = skfemntv.MaterialAssembler(basis, material)
state = assembler.initial_state()

result = assembler.assemble(u, state, num_threads=4)
# commit after convergence
state = result.trial_state

Material state is a contiguous (integration_points, material.state_size) buffer. J2 exposes named zero-copy views for plastic strain and accumulated equivalent plastic strain. State-free LinearElasticity uses the same MaterialAssembler workflow with state_size == 0.

One-branch Standard Linear Solid viscoelasticity uses six viscous-strain state components and a backward-Euler material update:

material = skfemntv.StandardLinearSolid(
    equilibrium_modulus=1000.,
    branch_modulus=500.,
    poisson_ratio=.3,
    relaxation_time=2.,
    time_step=.1,
)
assembler = skfemntv.MaterialAssembler(basis, material)
state = assembler.initial_state()
result = assembler.assemble(u, state, num_threads=4)
state = result.trial_state

The material's time_step is the default. Adaptive stepping and cutback pass an evaluation-time override without rebuilding the CSR pattern, coloring, or geometry:

trial = assembler.assemble(u, state, time_step=dt, num_threads=4)
# retain state when rejected; commit trial.trial_state when accepted

The fused call returns the internal-force residual, a consistent CSR tangent, and integration-point plastic strain history. It supports any three-component H1 Basis whose tabulated gradients fit the native element-size limit, including the Tet and Hex orders implemented by skfemntv.

Stateful material assembly is regression-tested on Tet4, Tet10, Wedge6, Pyramid5, Hex8, and Hex27. Tet10, Wedge6, Pyramid5, and Hex27 coverage includes distorted geometry, integration orders 2, 4, and 6, serial/parallel agreement, finite-difference consistent tangents, and J2 comparison with scikit-fem forms.

Wedge6 and Pyramid5 support mixed triangular/quadrilateral boundary and interior facets in one FacetBasis. A common collapsed-square quadrature keeps the per-facet arrays rectangular; mesh._facet_sizes identifies the three- or four-node topology represented by each padded mesh.facets column.

Pyramid5 is an explicit skfemntv extension rather than part of the scikit-fem-compatible subset; its rational shape functions are tested by volume, partition-of-unity, constant-strain, material-tangent, and serial/parallel checks.

Native element loops use one thread by default. Geometry tabulation can use the shared native thread pool explicitly:

skfemntv.set_num_threads(4)
basis = skfemntv.Basis(mesh, element)

Use skfemntv.get_num_threads() to inspect the current setting. Explicit thread selection keeps benchmarks reproducible and avoids oversubscription when a surrounding application already uses parallel workers.

When an application supports both scikit-fem and skfemntv, branch explicitly for native-only controls:

if getattr(skfem, "has_capability", lambda name: False)("native_threads"):
    with skfem.thread_limit(4):
        basis = skfem.Basis(mesh, element)
else:
    basis = skfem.Basis(mesh, element)

The requested limit is capped by the CPU affinity visible to the process.

Package and release checks

Update the single project-version source before creating a GitHub Release:

./scripts/upgrade_version.py 0.1.1 --dry-run
./scripts/upgrade_version.py 0.1.1

The script accepts normalized PEP 440 releases, updates only [project].version in pyproject.toml, and rejects invalid or unchanged versions. The release tag must then be v0.1.1.

The same distribution check used by GitHub Actions can be run locally. It builds an sdist and a native wheel, validates their metadata, installs the wheel into a clean temporary environment, and runs the full test suite against the installed package:

python -m pip install --upgrade build twine
python tools/package_check.py

Use --smoke-only for the faster PR check that installs and imports the wheel without repeating the full test suite; --skip-tests validates only build metadata.

To build the complete Linux wheel matrix locally, install Docker and cibuildwheel, then run:

python -m pip install --upgrade cibuildwheel
python tools/build_wheels.py --platform linux --arch x86_64

The same wrapper runs natively on macOS and Windows. A single-version build is useful while iterating:

python tools/build_wheels.py --platform linux --arch x86_64 --python 3.12
python tools/build_wheels.py --platform macos --arch arm64 --python 3.12
python tools/build_wheels.py --platform macos --arch x86_64 --python 3.12
python tools/build_wheels.py --platform windows --arch AMD64 --python 3.12

Linux uses Docker to produce repaired manylinux wheels. macOS wheels must be built on macOS and Windows wheels on Windows; they cannot be produced by the Linux Docker build.

tools/local_ci.py is the cross-platform entry point matching the GitHub stages. fast installs the editable package and runs tests; package builds and installs a wheel in a clean environment; wheel invokes cibuildwheel for the detected native architecture; and all runs every stage:

python tools/local_ci.py fast
python tools/local_ci.py package
python tools/local_ci.py wheel --python 3.12
python tools/local_ci.py all --python 3.12

The normal PR workflow intentionally tests only Python 3.10/3.14 on Linux and Python 3.14 on macOS arm64 and Windows AMD64. The manually dispatched Full validation workflow covers every supported Python on Linux, macOS arm64 and Intel, Windows AMD64, and a wheel-install smoke test on all four targets.

GitHub Releases whose tag is v<version> trigger .github/workflows/workflow.yml. The workflow verifies the tag against pyproject.toml, builds CPython 3.10--3.14 wheels for Linux x86_64, macOS arm64, macOS x86_64, and Windows AMD64, and publishes through PyPI Trusted Publishing. Configure a protected GitHub environment named pypi before the first release.

License

skfem-native is distributed under the permissive BSD-3-Clause license, the same license family used by scikit-fem. Commercial use, modification, and redistribution are permitted subject to the conditions in LICENSE.

from skfemntv import LinearElasticity, NativeAssembler

assembler = NativeAssembler(
    coordinates, connectivity, element_dofs,
    LinearElasticity(young_modulus=210e9, poisson_ratio=0.3),
)
out = assembler.evaluate(u)
print(out.residual, out.tangent)

With the independent scikit-fem-style API:

basis = Basis(mesh, ElementVector(ElementTetP1()))
assembler = NativeAssembler.from_basis(
    basis, LinearElasticity(young_modulus=210e9, poisson_ratio=0.3)
)

Compressible Neo-Hookean assembly uses Lamé parameters and returns an analytically consistent tangent:

from skfemntv import NeoHookean

kernel = NeoHookean.from_young_poisson(young_modulus=100.0, poisson_ratio=0.3)
assembler = NativeAssembler.from_basis(basis, kernel)
out = assembler.assemble(u, state=None, loads=external_force)

See examples/neo_hookean_tet4.py for a complete Newton solve.

Quadratic Tet10 and Hex27 nodal H1 elements are available through the independent mesh, mapping, basis, facet, interpolation, and form APIs. The same APIs support two-dimensional Tri3/Tri6 and Quad4/Quad9 elements, including edge normals, curved quadratic edges, and mixed-order P2/P1 or Q2/Q1 Taylor--Hood fields:

mesh = skfem.MeshTri2.from_mesh(
    skfem.MeshTri.init_tensor(x, y)
)
element = (
    skfem.ElementVector(skfem.ElementTriP2())
    * skfem.ElementTriP1()
)
basis = skfem.Basis(mesh, element, intorder=4)

Volume and facet bases accept arbitrary integration orders. Orders above the built-in low-order rules use tensor-product Gauss rules for Quad/Hex cells and Duffy-transformed Gauss rules for Tri/Tet cells. A scikit-fem-style custom reference quadrature (points, weights) can also be supplied directly:

basis = skfem.Basis(mesh, element, intorder=8)

points, weights = basis.quadrature
fbasis = skfem.FacetBasis(
    mesh, element, quadrature=(facet_points, facet_weights)
)
ibasis = skfem.InteriorFacetBasis(
    mesh, element, side=0,
    quadrature=(facet_points, facet_weights),
)

Custom points use reference-cell coordinates and have shape (dim, nq); weights have shape (nq,). Both sides of an interior facet retain the same quadrature-point ordering.

Cell integration can be restricted to material or physical regions using the same element-subset API as scikit-fem. The assembled vector or matrix keeps the global space size; elements outside the selection contribute zero:

steel = skfem.Basis(mesh, element, elements=steel_elements)
rubber = basis.with_elements(rubber_elements)

matrix = skfem.asm(steel_form, steel)
matrix += skfem.asm(rubber_form, rubber)

Integer element indices and Boolean masks are accepted. tind records the selected global element indices, while nelems reports their count.

Interior edge forms use the same two-sided basis-list convention and jump(w, u) helper as scikit-fem:

side = [
    skfem.InteriorFacetBasis(mesh, element, side=i)
    for i in (0, 1)
]

@skfem.BilinearForm
def penalty(u, v, w):
    return dot(jump(w, u), jump(w, v))

matrix = skfem.asm(penalty, side, side)

Different trial and test spaces assemble a rectangular block without requiring an ElementComposite:

velocity = skfem.Basis(
    mesh, skfem.ElementVector(skfem.ElementTriP2())
)
pressure = skfem.Basis(mesh, skfem.ElementTriP1())

@skfem.BilinearForm
def divergence(u, q, w):
    return div(u) * q

# Shape: (pressure.N, velocity.N)
B = skfem.asm(divergence, velocity, pressure)

Value, gradient, and row/column divergence blocks use retained native CSR patterns. The same two-Basis form supports compatible FacetBasis objects.

Cellwise constants and discontinuous nodal spaces use the familiar element wrappers:

cellwise = skfem.Basis(mesh, skfem.ElementTriP0())
dg = skfem.Basis(mesh, skfem.ElementDG(skfem.ElementTriP1()))

P0 volume assembly is available on Tri, Quad, Tet, and Hex meshes. ElementDG supports the nodal elements above. Interior jump assembly is available on Tri3/Tri6, Quad4/Quad9, Tet4/Tet10, and Hex8/Hex27 through InteriorFacetBasis.

Facet arguments use global facet numbers, matching scikit-fem:

left = mesh.facets_satisfying(
    lambda x: np.isclose(x[0], 0.0),
    boundaries_only=True,
)
fbasis = skfem.FacetBasis(mesh, element, facets=left)
boundary_dofs = basis.get_dofs(facets=left)

Selections are immutable first-class regions while remaining accepted anywhere an integer ID array is accepted. Regions support union, intersection, difference, and complement:

mesh = mesh.with_subdomains({
    "left": lambda x: x[0] < 0.5,
    "loaded": [3, 4, 7],
}).with_boundaries({
    "wall": lambda x: np.isclose(x[0], 0.0),
})

active = mesh.subdomains["left"] | mesh.subdomains["loaded"]
volume_basis = skfem.Basis(mesh, element, elements=active)
wall_basis = skfem.FacetBasis(mesh, element, facets="wall")

CellRegion, FacetRegion, and NodeRegion preserve sorted global IDs, selection diagnostics, and the entity count needed for complement. Named subdomains can also be selected directly using elements="left"; restricting a Basis does not renumber its global DOFs.

Pass normal= to orient selected facets. For an interior facet this selects the parent side whose outward normal is aligned with the requested direction; for an exterior facet it retains the only parent and records a normal sign:

interface = mesh.facets_satisfying(
    lambda x: np.isclose(x[0], 0.5),
    normal=np.array([1.0, 0.0]),
)
oriented = skfem.FacetBasis(mesh, element, facets=interface)

The resulting FacetRegion.sides and FacetRegion.normal_signs are immutable per-facet metadata. FacetBasis applies both, including mixed orientations in one region.

Vector and composite DOFs can be selected by component without relying on stride assumptions:

boundary = basis.get_dofs("wall")
x_dofs = boundary.all("u^1")
in_plane = boundary.keep(["u^1", "u^2"]).all()

# Native numeric selectors are convenient for generated mixed spaces.
velocity_x = mixed_basis.get_dofs(
    "wall", fields=0, components={0: 0}
).all()
pressure = mixed_basis.get_dofs("wall", fields=1).all()

Simple vector names follow scikit-fem (u^1, u^2, ...). Composite groups use unambiguous names such as field0^1 and field1^1; they are available in DofsView.groups. all(names), keep(names), drop(names), components=, and fields= all return sorted global DOF IDs.

The cached mesh.facets, mesh.t2f, and mesh.f2t arrays are shared by repeated Basis construction. mesh.interior_facets() is a small skfemntv convenience returning np.flatnonzero(mesh.f2t[1] != -1).

The supported form subset is intentionally source-compatible with scikit-fem:

import numpy as np
import skfemntv as skfem
from skfemntv.helpers import dot

basis = skfem.Basis(
    skfem.MeshTet(),
    skfem.ElementVector(skfem.ElementTetP1()),
)

@skfem.LinearForm
def body_force(v, w):
    return dot(w.force, v)

force = np.array([0.0, 0.0, -1.0])[:, None, None]
rhs = skfem.asm(body_force, basis, force=force)

Physical quadrature coordinates are available as w.x. FacetBasis also provides its outward unit normal as w.n; both may participate in NumPy expressions evaluated before native assembly:

def load(x):
    return np.stack((1.0 + x[0], x[1] ** 2, -0.5 * x[2]))

@skfem.LinearForm
def varying_load(v, w):
    return dot(load(w.x), v)

@skfem.LinearForm
def pressure_normal(v, w):
    return dot(w.n, v)

@skfem.BilinearForm
def weighted_mass(u, v, w):
    return (1.0 + w.x[0] ** 2) * dot(u, v)

Supported value and gradient contractions are dispatched to native assembly. Unsupported forms raise skfemntv.UnsupportedNativeForm; skfemntv.asm never silently falls back to Python assembly. Use upstream skfem.asm explicitly for an independent reference assembly. The same native API works with FacetBasis for surface tractions.

Nonmatching coplanar P1 triangle surfaces can be coupled through a reusable supermesh:

supermesh = skfem.TriangleSupermesh(
    master_points,
    master_triangles,
    slave_points,
    slave_triangles,
    components=3,
)
coupling = supermesh.assemble()

Triangle intersections and overlap quadrature are generated once. Repeated coupling assembly reuses a rectangular CSR pattern and runs the cross-basis quadrature and scatter in C++.

Master and slave spaces may have different component counts. For example, a scalar multiplier can be coupled to a three-component displacement with a component tensor:

supermesh = skfem.TriangleSupermesh.from_facets(
    multiplier_facet_basis,
    displacement_facet_basis,
)

# Shape: (..., multiplier components, displacement components).
# Leading entity/quadrature axes are broadcast automatically.
coupling = supermesh.assemble_tensor(np.array([[[1.0, 2.0, 3.0]]]))

Tensor coefficients need not be symmetric. Reversing the master and slave spaces and transposing the component axes produces the transpose coupling matrix.

Cross-basis value and full physical-gradient contractions share the same native fixed-CSR assembler:

# coefficient axes:
# (row component, column component, column spatial direction)
value_gradient = supermesh.assemble_cross(
    coefficient,
    row_kind="value",
    column_kind="gradient",
)

gradient_gradient = supermesh.assemble_cross(
    diffusivity,
    row_kind="gradient",
    column_kind="gradient",
)

All four value/value, value/gradient, gradient/value, and gradient/gradient combinations are supported. Mixed value-gradient contractions require a tensor coefficient because the spatial direction must be explicit. A scalar gradient-gradient coefficient contracts matching component and spatial axes. The same contractions are available through interface forms:

from skfemntv.helpers import avg, ddot, dot, grad, jump

@skfem.BilinearForm
def gradient_jump(u, v, w):
    return w.kappa * ddot(jump(grad(u)), jump(grad(v)))

@skfem.BilinearForm
def directional_flux(u, v, w):
    return dot(jump(v), dot(w.beta, avg(grad(u))))

The dependency-free contraction loop is isolated behind C++ basis and coefficient views in cross_contraction.hpp. This keeps the public and assembly APIs stable if a specialized tensor/SIMD backend is selected later.

For direct planar triangle surfaces, AABB sweep, polygon clipping, fan triangulation, and quadrature generation run in C++ with the GIL released. Typed vectors use amortized append with pre-reserved capacity and are converted to NumPy arrays once after construction; no per-intersection hstack or full-array reallocation is performed. The structured-grid scaling benchmark is available as:

python benchmarks/supermesh_builder.py 16 32 64 128

Planar topology can be retained across geometry updates:

search = skfem.SupermeshSearch(
    master_triangles,
    slave_triangles,
)
integration = search.build(master_points, slave_points)

for master_x, slave_x in deformed_coordinates:
    integration = search.update(master_x, slave_x)
    matrix = integration.assemble()

When the integration-triangle DOF maps are unchanged, CrossBilinearAssembler updates shape values and weights while retaining its CSR pattern and scatter map. Sliding that changes overlap pairs rebuilds the pattern safely. A fully open interface is represented by empty quadrature and a correctly sized zero matrix, so subsequent closing can reuse the same search object. Update diagnostics report created and disappeared overlap pairs, pattern reuse, and update count.

For curved Tet10/Hex27 facets, search geometry is refined adaptively:

supermesh = skfem.TriangleSupermesh.from_facets(
    master_basis,
    slave_basis,
    geometry_tolerance=1e-4,
    max_subdivision_level=6,
    projection_tolerance=1e-6,
)
print(supermesh.diagnostics)

The chord-error tolerance controls only reusable intersection geometry; parent high-order shape values and gradients are still evaluated isoparametrically at every generated overlap quadrature point.

TriangleSupermesh.from_facets(master, slave) accepts independent Tet4, Tet10, Hex8, and Hex27 FacetBasis objects. Search geometry is triangulated, while shape values at overlap quadrature points are evaluated from the full parent isoparametric element; high-order coupling is therefore scattered directly to the original element DOFs.

Interface forms remain formulation-neutral:

from skfemntv.helpers import avg, dot, jump, normal_grad

@skfem.BilinearForm
def interface_form(u, v, w):
    return (
        w.a * dot(jump(u), jump(v))
        + w.b * dot(avg(normal_grad(u)), jump(v))
    )

matrix = skfem.asm(
    interface_form,
    master_basis,
    slave_basis,
    integration=supermesh,
    a=penalty_like_coefficient,
    b=flux_like_coefficient,
)

Vector linear-elasticity fluxes use a quadrature-local constitutive tensor; the package still leaves consistency signs, averaging, and penalty selection to the user:

from skfemntv.helpers import (
    avg, dot, grad, isotropic_traction_tensor, jump,
)

@skfem.BilinearForm
def consistency(u, v, w):
    traction = isotropic_traction_tensor(
        w.n_master, w.lame_lambda, w.lame_mu
    )
    return dot(jump(v), dot(traction, avg(grad(u))))

@skfem.BilinearForm
def adjoint_consistency(u, v, w):
    traction = isotropic_traction_tensor(
        w.n_master, w.lame_lambda, w.lame_mu
    )
    return dot(jump(u), dot(traction, avg(grad(v))))

Both value-gradient and gradient-value terms use the native CSR scatter. The second matrix is the transpose of the first for matching coefficients, which allows symmetric or nonsymmetric Nitsche variants to be composed explicitly. The regression suite compares complete symmetric Poisson and linear-elastic interface matrices against scikit-fem facet integrals. It also checks equal and opposite elastic resultants and quadratic-field convergence on successively refined nonmatching P1 traces.

Interface and mortar assembly accept the same bounded per-call thread control as volume assembly:

matrix = skfem.asm(
    interface_form, master_basis, slave_basis,
    integration=supermesh, num_threads=4,
)
result = supermesh.assemble_mortar("dual", num_threads=4)

Direct planar supermesh construction and retained-coordinate updates also accept num_threads. AABB candidates are generated deterministically, then their clipping and quadrature records are processed in contiguous thread-local chunks and concatenated in original candidate order:

supermesh = skfem.TriangleSupermesh(
    master_points, master_triangles,
    slave_points, slave_triangles,
    num_threads=4,
)
supermesh.update(moved_master, moved_slave, num_threads=4)

Search/build scaling is available through python benchmarks/supermesh_builder.py 32 64 128 --threads 1,2,4.

The cross assembler colors overlap entities by row DOFs. Entities within a color own disjoint CSR rows, allowing lock-free scatter while preserving a bitwise-stable result. Requested thread counts are capped by the CPUs visible to the process. Scaling can be measured locally with:

python benchmarks/supermesh_parallel.py \
  --cells 32,64,128 --threads 1,2,4 --repeat 3 \
  --multiplier dual --output benchmarks/supermesh-parallel.csv

Interface LinearForm uses the same reusable supermesh quadrature and returns one vector containing the master DOFs followed by the slave DOFs:

@skfem.LinearForm
def interface_load(v, w):
    return dot(w.traction, jump(v))

rhs = skfem.asm(
    interface_load,
    master_basis,
    slave_basis,
    integration=supermesh,
    traction=traction,
)

Scalar overlap quantities use Functional without requiring bases at assembly time:

master_trace, slave_trace = supermesh.interpolate(
    master_solution,
    slave_solution,
)

@skfem.Functional
def interface_energy(w):
    jump_value = w.slave - w.master
    return 0.5 * w.penalty * jump_value**2 + w.gap**2

energy = skfem.asm(
    interface_energy,
    integration=supermesh,
    master=master_trace,
    slave=slave_trace,
    penalty=penalty,
)

Interface functionals expose w.x, w.n_master, w.n_slave, and w.gap. TriangleSupermesh.interpolate() evaluates both value traces and, for from_facets(), their physical gradients at overlap quadrature points.

avg(v), jump(grad(v)), avg(grad(v)), and normal-gradient traces are assembled natively as well. The weights supplied by jump produce equal and opposite master/slave resultants for a constant interface traction.

Supermesh forms receive geometry evaluated at every overlap quadrature point:

@skfem.LinearForm
def varying_interface_load(v, w):
    return dot(load(w.x), jump(v))

@skfem.LinearForm
def master_pressure(v, w):
    return dot(w.n_master, jump(v))

@skfem.BilinearForm
def gap_weighted_penalty(u, v, w):
    return (1.0 + w.gap ** 2) * dot(jump(u), jump(v))

w.n_master is the master outward unit normal and w.n_slave is the exactly opposing interface convention. The independently evaluated slave outward normal is checked before pairing; orientation_mismatch_count and maximum_normal_opposition_error report surfaces whose raw normals are not opposed. Thus flux kernels always receive n_master == -n_slave while bad component orientation remains visible in diagnostics. w.gap is the signed search-geometry separation measured along the master normal. Curved Tet10 and Hex27 normals are evaluated from the original isoparametric facets rather than copied from the tessellated search triangles.

Mortar constraints have a dedicated sparse result:

result = supermesh.assemble_mortar("slave")

Bm = result.master_matrix
Bs = result.slave_matrix
B = result.coupling_matrix  # [Bm, -Bs]

The multiplier selector accepts "slave" and "master" P1 traces, "overlap_p0", and a facet-local "dual"/biorthogonal trace. The latter uses only small parent-facet Gram matrices. All global outputs are CSR blocks; the implementation does not form a multiplier-sized dense matrix.

supermesh.master_trace and supermesh.slave_trace expose shape values, physical gradients, paired outward normals, quadrature weights, physical coordinates, DOF maps, and parent facet/element indices at the same physical quadrature points. These quadrature-local arrays are suitable for custom Nitsche stress-flux kernels such as sigma(u) @ normal.

User parameters, callables, and geometry values share one numerical quadrature-expression context:

def pressure_law(x, gap, scale):
    return scale * (1.0 + x[0] + gap ** 2)

@skfem.LinearForm
def nonlinear_pressure(v, w):
    pressure = w.pressure_law(w.x, w.gap, w.scale)
    return dot(pressure * w.n_master, jump(v))

rhs = skfem.asm(
    nonlinear_pressure,
    master_basis,
    slave_basis,
    integration=supermesh,
    pressure_law=pressure_law,
    scale=1.7,
)

NumPy ufuncs are supported as coefficient expressions, so scalar, vector, and tensor parameters can be combined with coordinates, normals, and gap before the resulting contiguous coefficient is passed to native integration.

Volume and facet bilinear forms may contain multiple value and gradient terms:

@skfem.BilinearForm
def reaction_diffusion(u, v, w):
    return (
        w.reaction * (1.0 + w.x[0] ** 2) * dot(u, v)
        + w.diffusivity * np.exp(-w.x[1])
          * ddot(grad(u), grad(v))
    )

Terms of the same kind are added as quadrature coefficients. The combined value and gradient coefficients are then assembled in one native traversal, with one CSR zeroing and scatter pass.

Composite nodal H1 fields use the same expanded signature as scikit-fem:

element = skfem.ElementTetP1() * skfem.ElementTetP1()
basis = skfem.Basis(mesh, element)

@skfem.BilinearForm
def coupled(u1, u2, v1, v2, w):
    return (
        (1.0 + w.x[0]) * u1 * v1
        + 2.0 * u2 * v2
        + 0.3 * u2 * v1
        - 0.4 * u1 * v2
        + w.diffusion * dot(grad(u1), grad(v1))
    )

ElementComposite interleaves its nodal subfield DOFs and caches each native rectangular block assembler. It supports component-compatible value and gradient contractions as well as mixed-order vector-scalar divergence blocks using the usual mixed-form notation:

element = (
    skfem.ElementVector(skfem.ElementTetP2())
    * skfem.ElementTetP1()
)
basis = skfem.Basis(mesh, element, intorder=4)

@skfem.BilinearForm
def mixed(u, p, v, q, w):
    return (
        w.mu * ddot(grad(u), grad(v))
        - p * div(v)
        - q * div(u)
    )

Both p * div(v) and q * div(u) are assembled as native rectangular gradient-value blocks; no Python element loop or runtime scikit-fem fallback is used. Mixed-order nodal fields share one geometry and quadrature context; for example, the Taylor–Hood pair above places velocity DOFs on Tet10 vertices and edges while pressure DOFs remain on its four vertices.

Composite right-hand sides use the corresponding expanded LinearForm signature:

@skfem.LinearForm
def load(v, q, w):
    return (
        dot(w.force, v)
        + w.source * q
        + ddot(w.flux, grad(v))
    )

rhs = skfem.asm(
    load, basis,
    force=force,
    source=source,
    flux=flux,
)

Value and full-gradient terms are grouped per subfield and each cached native linear assembler is traversed once.

Mixed-field DOFs can be separated without introducing a solver dependency:

velocity_basis, pressure_basis = basis.split_bases()
velocity_indices, pressure_indices = basis.split_indices()

velocity_boundary = velocity_indices[
    velocity_basis.get_dofs().all()
]
pressure_boundary = pressure_indices[
    pressure_basis.get_dofs().all()
]

split_bases() returns independently numbered field bases, while split_indices() maps their local ordering into the assembled composite matrix and vector. get_dofs() selects boundary DOFs by default and also accepts explicit facet connectivity, element indices, or node indices. Condensation, pressure pinning, and linear solution remain user-side choices.

Coordinate predicates and named boundaries follow the same workflow:

mesh = mesh.with_boundaries({
    "inlet": lambda x: np.isclose(x[0], 0.0),
    "outlet": lambda x: np.isclose(x[0], 1.0),
})
basis = skfem.Basis(mesh, element, intorder=4)

inlet = basis.get_dofs("inlet").all()
outlet = basis.get_dofs(
    lambda x: np.isclose(x[0], 1.0)
).all()

Boundary predicates are evaluated at boundary-facet centers. The same named selection is preserved by split_bases() and maps correctly back through split_indices().

DOF vectors can be interpolated onto the basis quadrature points:

field = basis.interpolate(solution)
values = field.value
gradients = field.grad
divergence = field.div

For a composite basis, interpolation returns one field per subelement:

velocity, pressure = basis.interpolate(solution)

@skfem.LinearForm
def residual(v, q, w):
    return (
        ddot(grad(w.velocity), grad(v))
        + w.pressure * q
    )

r = skfem.asm(
    residual, basis,
    velocity=velocity,
    pressure=pressure,
)

Interpolated scalar fields can also be passed as quadrature coefficients to a BilinearForm, enabling solution-dependent native assembly without adding a nonlinear solver policy to skfemntv.

The mixed APIs are tested together on a P2/P1 Taylor--Hood Stokes system: native bilinear and linear assembly, named velocity-boundary extraction, pressure pinning, user-side SciPy solution, composite interpolation, and dissipation evaluation are compared end-to-end against scikit-fem. Linear solution and condensation remain outside the package.

Scalar volume and surface quantities use Functional:

@skfem.Functional
def energy(w):
    return (
        0.5 * ddot(grad(w.u), grad(w.u))
        + w.pressure**2
    )

velocity, pressure = basis.interpolate(solution)
value = skfem.asm(
    energy, basis,
    u=velocity,
    pressure=pressure,
)

The same API works with FacetBasis, including w.x, w.n, and fields interpolated directly on its quadrature points. A functional expression is evaluated to one scalar per quadrature point and its weighted reduction runs in C++ with the GIL released.

skfemntv only traces and assembles the requested jump, weighted average, value, and outward-normal-gradient contractions; it does not select a Nitsche, mortar, or contact formulation.

Build and test with:

python -m pip install -e '.[test]'
pytest