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scripts/Embedded/MWEs/Unfitted_Evolve&Reinit/unfitted_evolution.jl
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struct UnfittedFEEvolution <: GridapTopOpt.LevelSetEvolution | ||
spaces | ||
params | ||
ode_solver | ||
reinit_nls | ||
function UnfittedFEEvolution(Ut_φ, V_φ, dΩ, h; | ||
ode_ls = LUSolver(), | ||
ode_nl = NLSolver(ode_ls, show_trace=true, method=:newton, iterations=10), | ||
ode_solver = RungeKutta(ode_nl, ode_ls, 0.01, :DIRK_CrankNicolson_2_2), | ||
NT = 10, | ||
c = 0.1, | ||
reinit_nls = NLSolver(ftol=1e-14, iterations = 50, show_trace=true) | ||
) | ||
spaces = (Ut_φ,V_φ) | ||
params = (;NT,h,c,dΩ) | ||
return new(spaces,params,ode_solver,reinit_nls) | ||
end | ||
end | ||
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function GridapTopOpt.evolve!(s::UnfittedFEEvolution,φ::AbstractArray,args...) | ||
_, V_φ = s.spaces | ||
evolve!(s,FEFunction(V_φ,φ),args...) | ||
end | ||
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# Based on: | ||
# @article{ | ||
# Burman_Elfverson_Hansbo_Larson_Larsson_2018, | ||
# title={Shape optimization using the cut finite element method}, | ||
# volume={328}, | ||
# ISSN={00457825}, | ||
# DOI={10.1016/j.cma.2017.09.005}, | ||
# journal={Computer Methods in Applied Mechanics and Engineering}, | ||
# author={Burman, Erik and Elfverson, Daniel and Hansbo, Peter and Larson, Mats G. and Larsson, Karl}, | ||
# year={2018}, | ||
# month=jan, | ||
# pages={242–261}, | ||
# language={en} | ||
# } | ||
function GridapTopOpt.evolve!(s::UnfittedFEEvolution,φh,vel,γ) | ||
Ut_φ, V_φ = s.spaces | ||
params = s.params | ||
NT, h, c, dΩ = params.NT, params.h, params.c, params.dΩ | ||
# ode_solver = s.ode_solver | ||
Tf = γ*NT | ||
velh = FEFunction(V_φ,vel) | ||
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# This is temp as can't update γ in ode_solver yet | ||
ode_ls = LUSolver() | ||
ode_nl = NLSolver(ode_ls, show_trace=true, method=:newton, iterations=10) | ||
ode_solver = RungeKutta(ode_nl, ode_ls, γ, :DIRK_CrankNicolson_2_2) | ||
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ϵ = 1e-20 | ||
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geo = DiscreteGeometry(φh,model) | ||
F = EmbeddedFacetDiscretization(LevelSetCutter(),model,geo) | ||
FΓ = SkeletonTriangulation(F) | ||
dFΓ = Measure(FΓ,2*order) | ||
n = get_normal_vector(FΓ) | ||
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d1(∇u) = 1/(ϵ + norm(∇u)) | ||
_n(∇u) = ∇u/(ϵ + norm(∇u)) | ||
β = velh*∇(φh)/(ϵ + norm ∘ ∇(φh)) | ||
stiffness(t,u,v) = ∫((β ⋅ ∇(u)) * v)dΩ + ∫(c*h^2*jump(∇(u) ⋅ n)*jump(∇(v) ⋅ n))dFΓ | ||
mass(t, ∂ₜu, v) = ∫(∂ₜu * v)dΩ | ||
forcing(t,v) = ∫(0v)dΩ | ||
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op = TransientLinearFEOperator((stiffness,mass),forcing,Ut_φ,V_φ,constant_forms=(true,true)) | ||
uht = solve(ode_solver,op,0.0,Tf,φh) | ||
for (t,uh) in uht | ||
if t ≈ Tf | ||
copyto!(get_free_dof_values(φh),get_free_dof_values(uh)) | ||
end | ||
end | ||
end | ||
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function GridapTopOpt.reinit!(s::UnfittedFEEvolution,φ::AbstractArray,args...) | ||
_, V_φ = s.spaces | ||
reinit!(s,FEFunction(V_φ,φ),args...) | ||
end | ||
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# Based on: | ||
# @article{ | ||
# Mallon_Thornton_Hill_Badia, | ||
# title={NEURAL LEVEL SET TOPOLOGY OPTIMIZATION USING UNFITTED FINITE ELEMENTS}, | ||
# author={Mallon, Connor N and Thornton, Aaron W and Hill, Matthew R and Badia, Santiago}, | ||
# language={en} | ||
# } | ||
function GridapTopOpt.reinit!(s::UnfittedFEEvolution,φh,args...) | ||
Ut_φ, V_φ = s.spaces | ||
params = s.params | ||
NT, h, c, dΩ = params.NT, params.h, params.c, params.dΩ | ||
reinit_nls = s.reinit_nls | ||
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γd = 20 | ||
cₐ = 0.5 # <- 3 in connor's paper | ||
ϵ = 1e-20 | ||
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# Tmp | ||
geo = DiscreteGeometry(φh,model) | ||
cutgeo = cut(model,geo) | ||
Γ = EmbeddedBoundary(cutgeo) | ||
dΓ = Measure(Γ,2*order) | ||
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sgn(ϕ₀) = sign ∘ ϕ₀ | ||
d1(∇u) = 1 / ( ϵ + norm(∇u) ) | ||
W(u) = sgn(u) * ∇(u) * (d1 ∘ (∇(u))) | ||
νₐ(w) = cₐ*h*(sqrt∘( w ⋅ w )) | ||
a_ν(w,u,v) = ∫((γd/h)*v*u)dΓ + ∫(νₐ(W(w))*∇(u)⋅∇(v) + v*W(w)⋅∇(u))dΩ | ||
b_ν(w,v) = ∫( sgn(w)*v )dΩ | ||
res(u,v) = a_ν(u,u,v) - b_ν(u,v) | ||
jac(u,du,v) = a_ν(u,du,v) | ||
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op = FEOperator(res,jac,V_φ,V_φ) | ||
Gridap.solve!(φh,reinit_nls,op) | ||
end | ||
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function GridapTopOpt.get_dof_Δ(s::UnfittedFEEvolution) | ||
s.params.h | ||
end |
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scripts/Embedded/MWEs/Unfitted_Evolve&Reinit/unitted_evolution_test.jl
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using GridapTopOpt | ||
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using Gridap | ||
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using GridapEmbedded | ||
using GridapEmbedded.LevelSetCutters | ||
using Gridap.Geometry, Gridap.FESpaces, Gridap.CellData, Gridap.ODEs | ||
import Gridap.Geometry: get_node_coordinates, collect1d | ||
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include("unfitted_evolution.jl") | ||
include("../../differentiable_trians.jl") | ||
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order = 1 | ||
n = 101 | ||
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_model = CartesianDiscreteModel((0,1,0,1),(n,n)) | ||
cd = Gridap.Geometry.get_cartesian_descriptor(_model) | ||
h = maximum(cd.sizes) | ||
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model = simplexify(_model) | ||
Ω = Triangulation(model) | ||
dΩ = Measure(Ω,2*order) | ||
reffe_scalar = ReferenceFE(lagrangian,Float64,order) | ||
V_φ = TestFESpace(model,reffe_scalar) | ||
Ut_φ = TransientTrialFESpace(V_φ,t -> (x->-1)) | ||
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φh = interpolate(x->cos(2π*x[1])*cos(2π*x[2])-0.11,V_φ) | ||
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ls_evo = UnfittedFEEvolution(Ut_φ, V_φ, dΩ, h; NT = 5, c = 0.1) | ||
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reinit!(ls_evo,φh) | ||
velh = interpolate(x->-1,V_φ) | ||
evolve!(ls_evo,φh,get_free_dof_values(velh),0.01) | ||
reinit!(ls_evo,φh) | ||
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writevtk( | ||
Ω,"results/test_evolve", | ||
cellfields=["φh"=>φh,"|∇φh|"=>norm ∘ ∇(φh)] | ||
) |