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#!/bin/sh | ||
set -e -u | ||
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. ../../tools/cleaning-tools.sh | ||
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clean_nutils . |
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#!/bin/sh | ||
set -e -u | ||
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python3 solid.py richoutput=no |
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#! /usr/bin/env python3 | ||
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from nutils import mesh, function, solver, export, cli | ||
from nutils.expression_v2 import Namespace | ||
import numpy | ||
import treelog | ||
import precice | ||
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def main(young=4e6, density=3e3, poisson=.3, nelems=2, timestepsize=0.01, npoints_per_elem=3): | ||
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topo, geom = mesh.rectilinear([numpy.linspace(-.05, .05, nelems+1), numpy.linspace(0, 1, 10*nelems+1)]) | ||
wall = topo.boundary['left,top,right'].sample('uniform', npoints_per_elem) | ||
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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))' | ||
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# make sure we correctly scale point forces to tractions | ||
testforce = numpy.random.normal(size=(wall.npoints, 2)) | ||
numpy.testing.assert_almost_equal( | ||
actual=wall.integrate('t_i dS' @ ns, F=testforce), | ||
desired=testforce.sum(0), | ||
decimal=10, | ||
err_msg='nutils error: failed to recover net force') | ||
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# 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) | ||
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# 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) | ||
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# 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) | ||
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# preCICE setup | ||
solverProcessIndex = 0 | ||
solverProcessSize = 1 | ||
interface = precice.Interface("Solid", "../precice-config.xml", solverProcessIndex, solverProcessSize) | ||
meshID = interface.get_mesh_id("Solid-Mesh") | ||
dataIndices = interface.set_mesh_vertices(meshID, wall.eval(ns.X)) | ||
writedataID = interface.get_data_id("Displacement", meshID) | ||
readdataID = interface.get_data_id("Force", meshID) | ||
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# initialize preCICE | ||
precice_dt = interface.initialize() | ||
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timestep = 0 | ||
force = numpy.zeros((wall.npoints, 2)) | ||
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while interface.is_coupling_ongoing(): | ||
with treelog.context(f'timestep {timestep}'): | ||
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# read displacements from interface | ||
if interface.is_read_data_available(): | ||
force = interface.read_block_vector_data(readdataID, dataIndices) | ||
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# save checkpoint | ||
if interface.is_action_required(precice.action_write_iteration_checkpoint()): | ||
checkpoint = timestep, arguments | ||
interface.mark_action_fulfilled(precice.action_write_iteration_checkpoint()) | ||
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# advance variables | ||
timestep += 1 | ||
dt = min(precice_dt, timestepsize) | ||
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) | ||
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# write forces to interface | ||
if interface.is_write_data_required(dt): | ||
writedata = wall.eval(ns.u, **arguments) | ||
interface.write_block_vector_data(writedataID, dataIndices, writedata) | ||
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# do the coupling | ||
precice_dt = interface.advance(dt) | ||
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# read checkpoint if required | ||
if interface.is_action_required(precice.action_read_iteration_checkpoint()): | ||
timestep, arguments = checkpoint | ||
interface.mark_action_fulfilled(precice.action_read_iteration_checkpoint()) | ||
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interface.finalize() | ||
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if __name__ == '__main__': | ||
cli.run(main) |