reduced stiffness matrix improved performance

This commit is contained in:
Jukka Aho
2015-12-01 20:19:11 +02:00
parent 266cd13b50
commit 4d292ce725
5 changed files with 278 additions and 55 deletions
+72 -51
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@@ -6,10 +6,10 @@
type CAssembly
interior_dofs :: Vector{Int}
boundary_dofs :: Vector{Int}
F :: Factorization
F :: Union{Factorization, Matrix}
Kc :: SparseMatrixCSC
fc :: SparseMatrixCSC
Ki :: SparseMatrixCSC
Kib :: SparseMatrixCSC
fi :: SparseMatrixCSC
end
@@ -24,77 +24,98 @@ end
function assemble(problem::AllProblems, time::Float64)
assembly = Assembly()
for element in get_elements(problem)
ne = length(get_elements(problem))
p = ne > 10 ? round(Int, ne/10) : ne
for (i, element) in enumerate(get_elements(problem))
mod(i, p) == 0 && info("Assemble: ", round(Int, i/ne*100), " % done")
assemble!(assembly, problem, element, time)
end
return assembly
end
""" Return condensed system. """
function assemble(problem::FieldProblem, time::Float64, boundary_dofs::Vector{Int})
assembly = Assembly()
for element in get_elements(problem)
assemble!(assembly, problem, element, time)
end
return condensate(assembly, boundary_dofs)
end
function condensate(assembly::Assembly, boundary_dofs_::Vector{Int})
K = sparse(assembly.stiffness_matrix)
""" Calculate reduced stiffness matrix. """
function reduce(assembly::Assembly, boundary_dofs_::Vector{Int})
all_dofs = unique(assembly.stiffness_matrix.I)
boundary_dofs = intersect(all_dofs, boundary_dofs_)
interior_dofs = setdiff(all_dofs, boundary_dofs_)
K = sparse(assembly.stiffness_matrix)
f = sparse(assembly.force_vector)
dim = size(K, 1)
f = sparse(assembly.force_vector, dim, 1)
# empty assembly to release memory for factorization
empty!(assembly.stiffness_matrix)
empty!(assembly.force_vector)
if dim < 100000
# no need to do any reduction of matrix size at all
return CAssembly([], all_dofs, Matrix{Float64}(), K, f, spzeros(0, 0), spzeros(0,1))
end
# check that matrix is symmetric
asdf = maximum(abs(1/2*(K + K') - K))
if asdf > 1.0e-6
info(full(K))
error("asdf $asdf > 1.0e-6")
end
s = maximum(abs(1/2*(K + K') - K))
@assert s < 1.0e-6
K = 1/2*(K + K')
F::Factorization = cholfact(K[interior_dofs, interior_dofs])
# info("condensation: all dofs: ", all_dofs)
# info("condensation: interior dofs: ", interior_dofs)
# info("condensation: boundary dofs: ", boundary_dofs)
# info("manually condensated")
# Kman = K[boundary_dofs, boundary_dofs] - K[boundary_dofs,interior_dofs] * inv(full(K[interior_dofs, interior_dofs])) * K[interior_dofs, boundary_dofs]
# info("\n$(full(Kman))")
#info("K = \n$(full(K))")
#Ki = K[interior_dofs, boundary_dofs]
Ki = K[interior_dofs, boundary_dofs]
Kib = K[interior_dofs, boundary_dofs]
Kbb = K[boundary_dofs, boundary_dofs]
fi = f[interior_dofs]
# info("condensated using factorization")
# LL = K[boundary_dofs, boundary_dofs] - K[boundary_dofs, interior_dofs] * (K[interior_dofs, interior_dofs] \ K[interior_dofs, boundary_dofs])
# info(LL)
fb = f[boundary_dofs]
Ks = F \ Ki
Fs = F \ fi
F = cholfact(K[interior_dofs, interior_dofs])
K = spzeros(0, 0)
dim = size(K, 1)
#=
if dim < 100000
# for small problems we don't need to care about memory usage
Kd = Kib' * (F \ Kib)
else
# for larger problems calculate schur complement in pieces
nb = length(boundary_dofs)
p = nb > 10 ? round(Int, nb/10) : nb
Kd = zeros(nb, nb)
for bi in 1:nb
mod(bi, p) == 0 && info("Reduction: ", round(Int, bi/nb*100), " % done")
C = full(F \ Kib[:, bi])
for bj in 1:nb
d = Kib[:, bj]
Kd[bj,bi] = dot(C[rowvals(d)], nonzeros(d))
end
end
end
Kc = spzeros(dim, dim)
Kc[boundary_dofs, boundary_dofs] = Kbb - Kd
=#
chunks = round(Int, dim/3000)
info("Reduction is done in $chunks chunks.")
nb = length(boundary_dofs)
kk = round(Int, collect(linspace(0, nb, chunks+1)))
sl = [kk[j]+1:kk[j+1] for j=1:length(kk)-1]
Kc = spzeros(dim, dim)
for (k,sli) in enumerate(sl)
b1 = boundary_dofs[sli]
Sc = F \ Kib[:,sli]
for slj in sl
b2 = boundary_dofs[slj]
Kc[b2,b1] = Kbb[slj,sli] - Kib[:,slj]'*Sc
end
info("Reduction: ", round(k/chunks*100, 0), " % done")
end
fc = spzeros(dim, 1)
Kc[boundary_dofs, boundary_dofs] = K[boundary_dofs, boundary_dofs] - Ki' * Ks
fc[boundary_dofs] = f[boundary_dofs] - Ki' * Fs
fc[boundary_dofs] = fb - Kib' * (F \ fi)
return CAssembly(interior_dofs, boundary_dofs, F, Kc, fc, Ki, fi)
return CAssembly(interior_dofs, boundary_dofs, F, Kc, fc, Kib, fi)
end
function reconstruct!(ca::CAssembly, x::SparseMatrixCSC)
# info("size of la = ", size(la))
# info("size of ca.Ki = ", size(ca.Ki))
# info("size of ca.fi = ", size(ca.fi))
# info("size of la[ca.interior_dofs] = ", size(la[ca.interior_dofs]))
# info("interior dofs: $(ca.interior_dofs)")
# info("boundary dofs: $(ca.boundary_dofs)")
# info("ca.fi = $(ca.fi')")
# info("sol1 = ", full(ca.F \ ca.fi)')
# info("sol2 = ", full(ca.F \ (ca.Ki*x[ca.boundary_dofs]))')
x[ca.interior_dofs] += ca.F \ (ca.fi - ca.Ki*x[ca.boundary_dofs])
if isa(ca.F, Factorization)
x[ca.interior_dofs] = ca.F \ (ca.fi - ca.Kib*x[ca.boundary_dofs])
else # normal inverse of matrix
x[ca.interior_dofs] = ca.F * (ca.fi - ca.Kib*x[ca.boundary_dofs])
end
end
function Base.(:+)(ass1::Assembly, ass2::Assembly)
+1
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@@ -87,3 +87,4 @@ include("directsolver.jl") # parallel sparse direct solver for non-linear proble
### MORTAR STUFF ###
include("mortar.jl") # mortar projection
include("abaqus_reader_old.jl")
+202 -1
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@@ -38,7 +38,7 @@ function time_elapsed(timing, what::ASCIIString)
end
""" Call solver to solve a set of problems. """
function call(solver::DirectSolver, time::Number=0.0)
function call(solver::DirectSolver, ::Type{Val{:noreduce}}, time::Number=0.0)
#@assert length(solver.field_problems) == 1
info("# of field problems: $(length(solver.field_problems))")
info("# of boundary problems: $(length(solver.boundary_problems))")
@@ -229,3 +229,204 @@ function call(solver::DirectSolver, time::Number=0.0)
end
""" Call solver to solve a set of problems. """
function call(solver::DirectSolver, time::Number=0.0)
info("# of field problems: $(length(solver.field_problems))")
info("# of boundary problems: $(length(solver.boundary_problems))")
@assert solver.nonlinear_problem == true
timing = Dict{ASCIIString, Float64}()
tic(timing, "solver")
tic(timing, "initialization")
# check that all problems are "same kind"
field_name = get_unknown_field_name(solver.field_problems[1])
field_dim = get_unknown_field_dimension(solver.field_problems[1])
for field_problem in solver.field_problems
get_unknown_field_name(field_problem) == field_name || error("several different fields not supported yet")
get_unknown_field_dimension(field_problem) == field_dim || error("several different field dimensions not supported yet")
end
# create initial fields for this increment
# i.e., copy last known values as initial guess
# for this increment
for field_problem in solver.field_problems
for element in get_elements(field_problem)
gdofs = get_gdofs(element, field_dim)
if haskey(element, field_name)
if !isapprox(last(element[field_name]).time, time)
last_data = copy(last(element[field_name]).data)
push!(element[field_name], time => last_data)
end
else
data = Vector{Float64}[zeros(field_dim) for i in 1:length(element)]
element[field_name] = (time => data)
end
end
end
for boundary_problem in solver.boundary_problems
for element in get_elements(boundary_problem)
gdofs = get_gdofs(element, field_dim)
data = Vector{Float64}[zeros(field_dim) for i in 1:length(element)]
if haskey(element, "reaction force")
if !isapprox(last(element["reaction force"]).time, time)
push!(element["reaction force"], time => data)
end
else
element["reaction force"] = (time => data)
end
end
end
toc(timing, "initialization")
dim = 0
for iter=1:solver.max_iterations
info("Starting iteration $iter")
tic(timing, "non-linear iteration")
mapper = solver.parallel ? pmap : map
info("Assembling boundary problems...")
tic(timing, "boundary assembly")
boundary_assembly = sum(mapper((p)->assemble(p, time), solver.boundary_problems))
boundary_dofs = unique(boundary_assembly.stiffness_matrix.I)
info("# of interface dofs: $(length(boundary_dofs))")
toc(timing, "boundary assembly")
info("Assembling field problems...")
dim = 0
assemblies = []
for (i, problem) in enumerate(solver.field_problems)
info("Assembling body $i...")
tic(timing, "field assembly")
field_assembly = assemble(problem, time)
toc(timing, "field assembly")
field_dofs = unique(field_assembly.stiffness_matrix.I)
info("# of dofs in problem $i: $(length(field_dofs))")
info("Eliminating interior dofs for body $i...")
dim = maximum([dim, maximum(field_dofs)])
tic(timing, "condensate")
cfield_assembly = reduce(field_assembly, boundary_dofs)
toc(timing, "condensate")
push!(assemblies, cfield_assembly)
end
tic(timing, "create sparse matrices")
K = spzeros(dim, dim)
f = spzeros(dim, 1)
for (i, assembly) in enumerate(assemblies)
resize!(assembly.Kc, dim, dim)
resize!(assembly.fc, dim, 1)
K += assembly.Kc
f += assembly.fc
end
C = sparse(boundary_assembly.stiffness_matrix, dim, dim)
g = sparse(boundary_assembly.force_vector, dim, 1)
A = [K C'; C spzeros(dim, dim)]
b = [f; g]
toc(timing, "create sparse matrices")
info("Solving interface system")
tic(timing, "solution of system")
nz = sort(unique(rowvals(A))) # take only non-zero rows
sol = zeros(b)
sol[nz] = A[nz,nz] \ full(b[nz])
toc(timing, "solution of system")
#=
try
catch
dump(round(full(A[nz,nz]), 3))
dump(round(full(b[nz]'), 3))
for (i, assembly) in enumerate(assemblies)
info("assembly $i dump")
dump(round(full(assembly.Kc), 3))
dump(round(full(assembly.fc), 3)')
end
info("matrix K")
dump(round(full(K), 3))
info("interface matrix")
dump(round(full(C), 3))
info("final assembly to solve:")
dump(round(full(A), 3))
dump(round(full(b'), 3))
info("nonzero dofs: $nz")
info("nonzero dofs removed:")
dump(round(full(A[nz,nz]), 3))
dump(round(full(b[nz]'), 3))
detsys = det(A[nz,nz])
info("determinant of system: $detsys")
error("Solving system failed.")
end
=#
info("Solved, calculating interior dofs...")
tic(timing, "back substitute")
for assembly in assemblies
length(assembly.interior_dofs) != 0 || continue
reconstruct!(assembly, sol)
end
toc(timing, "back substitute")
la = sol[dim+1:end]
la = vec(full(la))
sol = vec(full(sol))
info("Problem solved. solution norm: $(norm(sol[1:dim]))")
tic(timing, "update element data")
# update elements in field problems
for field_problem in solver.field_problems
for element in get_elements(field_problem)
gdofs = get_gdofs(element, field_dim)
local_sol = sol[gdofs] # incremental data for element
local_sol = reshape(local_sol, field_dim, length(element))
local_sol = Vector{Float64}[local_sol[:,i] for i=1:length(element)]
last(element[field_name]).data += local_sol # <-- added
end
end
# update elements in boundary problems
for boundary_problem in solver.boundary_problems
for element in get_elements(boundary_problem)
gdofs = get_gdofs(element, field_dim)
local_sol = la[gdofs]
local_sol = reshape(local_sol, field_dim, length(element))
local_sol = Vector{Float64}[local_sol[:,i] for i=1:length(element)]
last(element["reaction force"]).data = local_sol # <-- replaced
end
end
toc(timing, "update element data")
toc(timing, "non-linear iteration")
if true
info("timing info for non-linear iteration:")
info("boundary assembly : ", time_elapsed(timing, "boundary assembly"))
info("field assembly : ", time_elapsed(timing, "field assembly"))
info("reduce stiffness matrix : ", time_elapsed(timing, "condensate"))
info("create sparse matrices : ", time_elapsed(timing, "create sparse matrices"))
info("solution of system : ", time_elapsed(timing, "solution of system"))
info("update element data : ", time_elapsed(timing, "update element data"))
info("non-linear iteration : ", time_elapsed(timing, "non-linear iteration"))
end
if norm(sol[1:dim]) < solver.tol
toc(timing, "solver")
info("solver finished in ", time_elapsed(timing, "solver"), " seconds.")
return (iter, true)
end
end
info("Warning: did not coverge in $(solver.max_iterations) iterations!")
return (solver.max_iterations, false)
end
+1 -1
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@@ -80,7 +80,7 @@ function get_residual_vector{P<:ElasticityProblem}(problem::Problem{P}, element:
J = det(element, ip, time)
T = J^-1*F*S*F'
#ip["cauchy stress"] = T
ip["gl strain"] = E
#ip["gl strain"] = E
r += F*S*dbasis
end
+2 -2
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@@ -56,7 +56,7 @@ function test_solver_multiple_dirichlet_bc()
push!(solver, problem3)
# launch solver
norm = solver(0.0)
#norm = solver(0.0)
norm = solver(1.0)
disp = e1("displacement", [1.0, 1.0], 1.0)
info("displacement at tip: $disp")
@@ -174,6 +174,6 @@ function test_solver_multiple_bodies_multiple_dirichlet_bc()
end
# test_solver_multiple_bodies_multiple_dirichlet_bc()
test_solver_multiple_bodies_multiple_dirichlet_bc()
end