mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
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411 lines
12 KiB
Julia
411 lines
12 KiB
Julia
# This file is a part of JuliaFEM.
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# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE.md
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"""
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Solve field equations for a single problem with some dofs fixed. This can be used
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to test nonlinear element formulations. Dirichlet boundary is assumed to be homogeneous
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and degrees of freedom are eliminated. So if boundary condition is known in nodal
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points and everything is zero this should be quite good.
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"""
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function solve!(problem::Problem, free_dofs::Vector{Int}, time::Float64; max_iterations::Int=10, tolerance::Float64=1.0e-12, dump_matrices::Bool=false, callback=nothing)
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info("start solver")
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assembly = Assembly()
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# x = zeros(ga.ndofs)
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# dx = fill!(similar(x), 0.0)
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# FIXME: better.
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x = nothing
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dx = nothing
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field_name = get_unknown_field_name(problem)
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dim = get_unknown_field_dimension(problem)
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for i=1:max_iterations
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assemble!(assembly, problem, time)
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A = sparse(assembly.stiffness_matrix)
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b = sparse(assembly.force_vector)
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if dump_matrices
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dump(full(A))
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dump(full(b)')
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end
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if isa(dx, Void)
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x = zeros(length(b))
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dx = zeros(length(b))
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end
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dx[free_dofs] = lufact(A[free_dofs,free_dofs]) \ full(b)[free_dofs]
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info("Difference in solution norm: $(norm(dx))")
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x += dx
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if !(isa(callback, Void))
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callback(x)
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end
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for element in get_elements(problem)
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gdofs = get_gdofs(element, problem.dim)
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data = full(x[gdofs])
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if length(data) != length(element)
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data = reshape(data, problem.dim, length(element))
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data = [data[:,i] for i=1:size(data,2)]
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end
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push!(element[field_name], time => data)
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end
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norm(dx) < tolerance && return
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end
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error("Did not converge in $max_iterations iterations")
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end
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""" Simple linear solver for educational purposes. """
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type LinearSolver
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name :: ASCIIString
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field_problems :: Vector{Problem}
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boundary_problems :: Vector{Problem}
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end
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function LinearSolver(name="LinearSolver")
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LinearSolver(name, [], [])
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end
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function push!{P<:FieldProblem}(solver::LinearSolver, problem::Problem{P})
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length(solver.field_problems) == 0 || error("Only one field problem allowed for LinearSolver")
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push!(solver.field_problems, problem)
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end
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function push!{P<:BoundaryProblem}(solver::LinearSolver, problem::Problem{P})
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length(solver.boundary_problems) == 0 || error("Only one boundary problem allowed for LinearSolver")
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push!(solver.boundary_problems, problem)
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end
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"""
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Call solver to solve a set of problems.
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This is a simple direct solver for demonstration purposes. It handles the
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common situation, i.e., some main field problem and it's Dirichlet boundary.
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Ku + C'λ = f
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Cu = g
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"""
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function call(solver::LinearSolver, time::Float64)
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t0 = Base.time()
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field_name = get_unknown_field_name(solver.field_problems[1])
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field_dim = get_unknown_field_dimension(solver.field_problems[1])
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info("solving $field_name problem, $field_dim dofs / nodes")
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field_assembly = assemble(solver.field_problems[1], time)
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boundary_assembly = assemble(solver.boundary_problems[1], time)
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#info("Creating sparse matrices")
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K = sparse(field_assembly.stiffness_matrix)
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dim = size(K, 1)
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f = sparse(field_assembly.force_vector, dim, 1)
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C = sparse(boundary_assembly.stiffness_matrix, dim, dim)
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g = sparse(boundary_assembly.force_vector, dim, 1)
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# create a saddle point problem
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A = [K C'; C' zeros(C)]
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b = [f; g]
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# solve problem
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nz = unique(rowvals(A)) # take only non-zero rows
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x = zeros(b)
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x[nz] = lufact(A[nz,nz]) \ full(b[nz])
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# get "problem-wise" solution vectors
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u = x[1:dim]
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la = x[dim+1:end]
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# update field for elements in problem 1
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for element in get_elements(solver.field_problems[1])
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gdofs = get_gdofs(element, field_dim)
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local_sol = vec(full(u[gdofs]))
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# if solving vector field, modify local solution vector
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# to array of vectors
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if field_dim != 1
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local_sol = reshape(local_sol, field_dim, length(element))
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local_sol = [local_sol[:,i] for i=1:size(local_sol,2)]
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end
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if haskey(element, field_name)
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push!(element[field_name], time => local_sol)
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else
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element[field_name] = (time => local_sol)
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end
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end
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t1 = round(Base.time()-t0, 2)
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info("solved problem in $t1 seconds.")
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return norm(u)
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end
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# Tuple{Symbol,Any,Any} or Function
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type Solver
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name :: ASCIIString # some descriptive name for problem
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time :: Real # current time
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iteration :: Int # iteration counter
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ndofs :: Int # total dimension of global stiffness matrix, i.e., dim*nnodes
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problems :: Vector{Problem}
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is_linear_system :: Bool # setting this to true makes assumption of one step convergence
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nonlinear_system_max_iterations :: Int64
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nonlinear_system_convergence_tolerance :: Float64
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linear_system_solver :: Symbol
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end
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function Solver(name::ASCIIString="default solver", time::Real=0.0)
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return Solver(
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name,
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time,
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0, # iteration #
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0, # ndofs
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[], # array of problems
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false, # is_linear_system
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10, # max nonlinear iterations
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5.0e-5, # nonlinear iteration convergence tolerance
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:DirectLinearSolver # linear system solution method
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)
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end
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function push!(solver::Solver, problem)
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push!(solver.problems, problem)
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end
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# one-liner helpers to identify problem types
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function is_field_problem(problem)
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return false
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end
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function is_field_problem{P<:FieldProblem}(problem::Problem{P})
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return true
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end
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function is_boundary_problem(problem)
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return false
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end
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function is_boundary_problem{P<:BoundaryProblem}(problem::Problem{P})
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return true
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end
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function is_dirichlet_problem(problem)
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return false
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end
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function is_dirichlet_problem{P<:Problem{Dirichlet}}(problem::P)
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return true
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end
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#=
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function is_mortar_problem{P<:Problem{Mortar}}(problem::P)
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return true
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end
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=#
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function get_field_problems(solver::Solver)
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filter(is_field_problem, solver.problems)
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end
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function get_boundary_problems(solver::Solver)
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filter(is_boundary_problem, solver.problems)
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end
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function get_dirichlet_problems(solver::Solver)
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filter(is_dirichlet_problem, solver.problems)
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end
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function get_mortar_problems(solver::Solver)
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filter(is_mortar_problem, solver.problems)
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end
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""" Posthook for field assembly. By default, do nothing. """
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function field_assembly_posthook!
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end
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"""Return one combined field assembly for a set of field problems.
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Parameters
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----------
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solver :: Solver
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Returns
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-------
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K, f :: SparseMatrixCSC
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Notes
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-----
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If several field problems exists, they are simply summed together, so
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problems must have unique node ids.
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"""
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function get_field_assembly(solver::Solver)
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problems = get_field_problems(solver)
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K = SparseMatrixCOO()
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f = SparseMatrixCOO()
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for problem in problems
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assembly = problem.assembly
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append!(K, assembly.K)
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append!(f, assembly.f)
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end
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K = sparse(K)
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solver.ndofs = size(K, 1)
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f = sparse(f, solver.ndofs, 1)
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# run any posthook for assembly if defined
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args = Tuple{Solver, SparseMatrixCSC, SparseMatrixCSC}
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if method_exists(field_assembly_posthook!, args)
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field_assembly_posthook!(solver, K, f)
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end
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return K, f
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end
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""" Posthook for boundary assembly. By default, do nothing. """
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function boundary_assembly_posthook!
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end
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""" Return one combined boundary assembly for a set of boundary problems.
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Returns
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-------
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C1, C2, D, g :: SparseMatrixCSC
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Notes
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-----
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When some dof is constrained by multiple boundary problems an algorithm is
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launched what tries to do it's best to solve issue. It's far from perfect
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but is able to handle some basic situations occurring in corner nodes and
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crosspoints.
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"""
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function get_boundary_assembly(solver::Solver)
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ndofs = solver.ndofs
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@assert ndofs != 0
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C1 = spzeros(ndofs, ndofs)
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C2 = spzeros(ndofs, ndofs)
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D = spzeros(ndofs, ndofs)
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g = spzeros(ndofs, 1)
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for problem in get_boundary_problems(solver)
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assembly = problem.assembly
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C1_ = sparse(assembly.C1, ndofs, ndofs)
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C2_ = sparse(assembly.C2, ndofs, ndofs)
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D_ = sparse(assembly.D, ndofs, ndofs)
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g_ = sparse(assembly.g, ndofs, 1)
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# boundary assembly posthook: if boundary assembly needs some further
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# manipulations before adding it to global constraint matrix, i.e.,
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# remove some constraints based on some conditions etc. do it here
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args = Tuple{Solver, typeof(problem), SparseMatrixCSC, SparseMatrixCSC,
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SparseMatrixCSC, SparseMatrixCSC}
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if method_exists(boundary_assembly_posthook!, args)
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boundary_assembly_posthook!(solver, problem, C1_, C2_, D_, g_)
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end
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# check for overconstraint situation and handle it if possible
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already_constrained = get_nonzero_rows(C2)
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new_constraints = get_nonzero_rows(C2_)
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overconstrained_dofs = intersect(already_constrained, new_constraints)
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if length(overconstrained_dofs) != 0
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overconstrained_dofs = sort(overconstrained_dofs)
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overconstrained_nodes = find_nodes_by_dofs(problem, overconstrained_dofs)
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handle_overconstraint_error!(problem, overconstrained_nodes,
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overconstrained_dofs, C1, C1_, C2, C2_, D, D_, g, g_)
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end
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C1 += C1_
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C2 += C2_
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D += D_
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g += g_
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end
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return C1, C2, D, g
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end
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""" Solve linear system using LU factorization (UMFPACK).
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"""
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function solve_linear_system(solver::Solver, ::Type{Val{:DirectLinearSolver}})
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info("solving linear system of $(length(solver.problems)) problems.")
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t0 = time()
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# assemble field problems
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K, f = get_field_assembly(solver)
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# assemble boundary problems
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C1, C2, D, g = get_boundary_assembly(solver)
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# construct global system Ax=b and solve using lu factorization
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A = [K C1'; C2 D]
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b = [f; g]
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nz = get_nonzero_rows(A)
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x = zeros(length(b))
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x[nz] = lufact(A[nz,nz]) \ full(b[nz])
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ndofs = solver.ndofs
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u = x[1:ndofs]
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la = x[ndofs+1:end]
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info("UMFPACK: solved in ", time()-t0, " seconds. norm = ", norm(u))
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return u, la
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end
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""" Check convergence of problems.
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Notes
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-----
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Default convergence criteria is obtained by checking each sub-problem convergence.
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"""
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function has_converged(solver::Solver)
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converged = true
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eps = solver.nonlinear_system_convergence_tolerance
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for problem in solver.problems
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has_converged = true
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if is_field_problem(problem)
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has_converged = problem.assembly.u_norm_change/norm(problem.assembly.u) < eps
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end
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if is_boundary_problem(problem)
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has_converged = problem.assembly.la_norm_change/norm(problem.assembly.la) < eps
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end
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converged &= has_converged
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end
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return converged || solver.is_linear_system
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end
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type NonlinearConvergenceError <: Exception
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solver :: Solver
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end
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function Base.showerror(io::IO, exception::NonlinearConvergenceError)
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max_iters = exception.solver.nonlinear_system_max_iterations
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print(io, "nonlinear iteration did not converge in $max_iters iterations!")
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end
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""" Main solver loop.
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"""
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function call(solver::Solver)
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# 1. initialize each problem so that we can start nonlinear iterations
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for problem in solver.problems
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initialize!(problem, solver.time)
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end
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# 2. start non-linear iterations
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for solver.iteration=1:solver.nonlinear_system_max_iterations
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# 2.1 update linearized assemblies (if needed)
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for problem in solver.problems
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problem.assembly.changed = true # force reassembly
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assemble!(problem, solver.time)
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end
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# 2.2 call solver for linearized system (default: direct lu factorization)
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u, la = solve_linear_system(solver, Val{solver.linear_system_solver})
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# 2.3 update solution back to elements
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for problem in solver.problems
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update_assembly!(problem, u, la)
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update_elements!(problem, u, la)
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end
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# 2.4 check convergence
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if has_converged(solver)
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info("Converged in $(solver.iteration) iterations.")
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return true
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end
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end
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# 3. did not converge
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throw(NonlinearConvergenceError(solver))
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end
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