diff --git a/perpendicular-flap/README.md b/perpendicular-flap/README.md
index 2adaa826c..1e036f282 100644
--- a/perpendicular-flap/README.md
+++ b/perpendicular-flap/README.md
@@ -37,6 +37,8 @@ Solid participant:
 
 * DUNE. For more information, have a look at the [experimental DUNE adapter](https://github.com/precice/dune-adapter) and send us your feedback.
 
+* Nutils. The structural model is currently limited to linear elasticity. For more information, have a look at the [Nutils adapter documentation](https://www.precice.org/adapter-nutils.html). This Nutils solver requires at least Nutils v8.0.
+
 * OpenFOAM (solidDisplacementFoam). For more information, have a look at the [OpenFOAM plateHole tutorial](https://www.openfoam.com/documentation/tutorial-guide/5-stress-analysis/5.1-stress-analysis-of-a-plate-with-a-hole). The solidDisplacementFoam solver only supports linear geometry. For general solid mechanics procedures in OpenFOAM, see solids4foam.
 
 * solids4foam. Like for CalculiX, the geometrically non-linear solver is used by default. For more information, see the [solids4foam documentation](https://solids4foam.github.io/documentation/overview.html) and a [related tutorial](https://solids4foam.github.io/tutorials/more-tutorials/flexibleOversetCylinder.html). This case works with solids4foam v2.0, which is compatible with up to OpenFOAM v2012 and OpenFOAM 9 (as well as foam-extend, with which the OpenFOAM-preCICE adapter is not compatible), as well as the OpenFOAM-preCICE adapter v1.2.0 or later.
diff --git a/perpendicular-flap/solid-nutils/clean.sh b/perpendicular-flap/solid-nutils/clean.sh
new file mode 100755
index 000000000..6893c1ea5
--- /dev/null
+++ b/perpendicular-flap/solid-nutils/clean.sh
@@ -0,0 +1,6 @@
+#!/bin/sh
+set -e -u
+
+. ../../tools/cleaning-tools.sh
+
+clean_nutils .
diff --git a/perpendicular-flap/solid-nutils/run.sh b/perpendicular-flap/solid-nutils/run.sh
new file mode 100755
index 000000000..2f48dbf3c
--- /dev/null
+++ b/perpendicular-flap/solid-nutils/run.sh
@@ -0,0 +1,4 @@
+#!/bin/sh
+set -e -u
+
+python3 solid.py richoutput=no
diff --git a/perpendicular-flap/solid-nutils/solid.py b/perpendicular-flap/solid-nutils/solid.py
new file mode 100644
index 000000000..3a76165ac
--- /dev/null
+++ b/perpendicular-flap/solid-nutils/solid.py
@@ -0,0 +1,102 @@
+#! /usr/bin/env python3
+
+from nutils import mesh, function, solver, export, cli
+from nutils.expression_v2 import Namespace
+import numpy
+import treelog
+import precice
+
+
+def main(young=4e6, density=3e3, poisson=0.3, nelems=2, solver_dt=0.01, npoints_per_elem=3):
+
+    topo, geom = mesh.rectilinear([numpy.linspace(-0.05, 0.05, nelems + 1), numpy.linspace(0, 1, 10 * nelems + 1)])
+    wall = topo.boundary['left,top,right'].sample('uniform', npoints_per_elem)
+
+    ns = Namespace()
+    ns.X = geom
+    ns.δ = function.eye(2)
+    ns.define_for('X', gradient='∇', normal='n', jacobians=('dV', 'dS'))
+    ns.add_field('dt')
+    ns.add_field(('u', 'u0', 'testu', 'v', 'v0', 'testv'), topo.basis('std', degree=1), shape=(2,))
+    ns.add_field('F', wall.basis(), shape=(2,))
+    ns.qw = 1 / npoints_per_elem  # quadrature weight
+    ns.t_i = 'F_i / qw dS'
+    ns.dudt_i = '(u_i - u0_i) / dt'
+    ns.dvdt_i = '(v_i - v0_i) / dt'
+    ns.ρ = density
+    ns.λ = young * poisson / ((1 + poisson) * (1 - 2 * poisson))
+    ns.μ = young / (2 * (1 + poisson))
+    ns.σ_ij = 'λ ∇_k(u_k) δ_ij + μ (∇_j(u_i) + ∇_i(u_j))'
+
+    # make sure we correctly scale point forces to tractions
+    test_force = numpy.random.normal(size=(wall.npoints, 2))
+    numpy.testing.assert_almost_equal(
+        actual=wall.integrate('t_i dS' @ ns, F=test_force),
+        desired=test_force.sum(0),
+        decimal=10,
+        err_msg='nutils error: failed to recover net force',
+    )
+
+    # continuum equations: ρ v' = ∇·σ + F, u' = v
+    res = topo.integral('testv_i (dudt_i - v_i) dV' @ ns, degree=2)
+    res += topo.integral('(testu_i ρ dvdt_i + ∇_j(testu_i) σ_ij) dV' @ ns, degree=2)
+    res -= wall.integral('testu_i t_i dS' @ ns)
+
+    # boundary conditions: fully constrained at y=0
+    sqr = topo.boundary['bottom'].integral('u_k u_k' @ ns, degree=2)
+    cons = solver.optimize('u,', sqr, droptol=1e-10)
+
+    # initial conditions: undeformed and unmoving
+    sqr = topo.integral('u_k u_k + v_k v_k' @ ns, degree=2)
+    arguments = solver.optimize('u,v', sqr, constrain=cons)
+
+    # preCICE setup
+    solver_process_index = 0
+    solver_process_size = 1
+    participant = precice.Participant("Solid", "../precice-config.xml", solver_process_index, solver_process_size)
+    mesh_name = "Solid-Mesh"
+    vertex_ids = participant.set_mesh_vertices(mesh_name, wall.eval(ns.X))
+    write_data_name = "Displacement"
+    read_data_name = "Force"
+
+    # initialize preCICE
+    participant.initialize()
+
+    timestep = 0
+    force = numpy.zeros((wall.npoints, 2))
+
+    while participant.is_coupling_ongoing():
+        with treelog.context(f'timestep {timestep}'):
+
+            # save checkpoint
+            if participant.requires_writing_checkpoint():
+                checkpoint = timestep, arguments
+
+            precice_dt = participant.get_max_time_step_size()
+            dt = min(precice_dt, solver_dt)
+
+            # read forces from participant at the end of the timestep
+            force = participant.read_data(mesh_name, read_data_name, vertex_ids, dt)
+
+            # advance variables
+            timestep += 1
+
+            arguments = dict(dt=dt, u0=arguments['u'], v0=arguments['v'], F=force)
+            arguments = solver.solve_linear('u:testu,v:testv', res, arguments=arguments, constrain=cons)
+
+            # write displacements to participant
+            write_data = wall.eval(ns.u, **arguments)
+            participant.write_data(mesh_name, write_data_name, vertex_ids, write_data)
+
+            # do the coupling
+            participant.advance(dt)
+
+            # read checkpoint if required
+            if participant.requires_reading_checkpoint():
+                timestep, arguments = checkpoint
+
+    participant.finalize()
+
+
+if __name__ == '__main__':
+    cli.run(main)