feat: Consolidate FEMBase.jl into JuliaFEM (Phase 1 complete)

MAJOR MILESTONE: FEMBase + FEMBasis fully consolidated, JuliaFEM loads!

Consolidated files:
- src/elements/ (3 files): elements.jl, elements_lagrange.jl, integrate.jl
- src/fields/ (1 file): fields.jl (DCTI, DVTI, DCTV, DVTV, etc.)
- src/sparse/ (1 file): sparse.jl (SparseMatrixCOO, SparseVectorCOO)
- src/assembly/ (2 files): problems.jl, assembly.jl
- src/solvers/ (1 file): solvers_base.jl
- src/analysis.jl, src/core_types.jl (Node, IP, IntegrationPoint)

Changes to JuliaFEM.jl:
- Added dependencies: Tensors, Calculus
- Removed @reexport using FEMBase (now consolidated)
- Added 20+ include statements for consolidated files
- Include order: fields → core_types → fembase_compat → sparse → elements

Compatibility layer:
- Created fembase_compat.jl: Minimal FEMBase submodule for vendor packages
- Temporarily disabled vendor-specific Mortar2D functions in solvers_modal.jl

Bug fixes:
- Changed i == 1 → isequal(i, 1) in integrate.jl (== operator overridden by fields)
- Resolved all FEMBasis. namespace references throughout codebase

Result:
-  JuliaFEM loads successfully on Julia 1.12.1
-  134 exported symbols (was 171 with separate FEMBase)
-  Core types accessible: Seg2, Quad4, Problem, AbstractProblem, etc.
- ⚠️  Vendor packages show FEMBase cache warnings (expected, harmless)

TODO:
- Re-enable Mortar2D functions after vendor consolidation
- Field system == operator override needs redesign (Phase 4)
- Continue Phase 2: Consolidate remaining vendor packages
This commit is contained in:
Jukka Aho
2025-11-08 09:39:16 +02:00
parent d3fc55f13e
commit 73ec910589
31 changed files with 2228 additions and 55 deletions
+45 -27
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@@ -111,13 +111,13 @@ using Tensors # For basis functions (Vec type)
import Calculus # For symbolic differentiation in basis generation
import FEMSparse
import FEMQuad # Still using vendor FEMQuad for now
@reexport using FEMBase
import FEMBase: get_unknown_field_name, get_unknown_field_dimension,
assemble!, update!, initialize!
using FEMBase: get_problems
# Note: Consolidating FEMBase and FEMBasis into JuliaFEM
# Previously: @reexport using FEMBase
# Now: Include files directly below
# Consolidate FEMBasis.jl into src/basis/ (Phase 1)
# Consolidate jl into src/basis/ (Phase 1)
include("basis/abstract.jl")
include("basis/subs.jl")
include("basis/vandermonde.jl")
@@ -135,13 +135,31 @@ include("basis/nurbs_surface.jl")
include("basis/nurbs_solid.jl")
include("basis/math.jl")
# Consolidate FEMBase.jl into src/ (Phase 1 continued)
# Order matters: fields → types → sparse → elements → integrate → problems → assembly
include("fields/fields.jl") # Field system (DCTI, DVTI, etc.)
include("core_types.jl") # Node, IP, IntegrationPoint
# Compatibility shim: Create FEMBase module for vendor packages EARLY
# This must come before preprocess.jl or any code that uses FEMBase.something
include("fembase_compat.jl")
include("sparse/sparse.jl") # SparseMatrixCOO, SparseVectorCOO
include("elements/elements.jl") # Element type and interface
include("elements/elements_lagrange.jl") # Lagrange element specifics
include("elements/integrate.jl") # Integration utilities
include("assembly/problems.jl") # Problem types
include("assembly/assembly.jl") # Assembly framework
include("solvers/solvers_base.jl") # Base solver types
include("analysis.jl") # Analysis and AbstractResultsWriter
using TimerOutputs
export @timeit, print_timer
import Base: getindex, setindex!, convert, length, size, isapprox,
similar, first, last, vec,
==, +, -, *, /, haskey, copy, push!, isempty, empty!,
append!, read, copy
similar, first, last, vec,
==, +, -, *, /, haskey, copy, push!, isempty, empty!,
append!, read, copy
using AbaqusReader
using AsterReader
@@ -167,17 +185,17 @@ export assemble!, postprocess!
include("problems_mortar.jl")
include("problems_mortar_3d.jl")
export calculate_normals, calculate_normals!, project_from_slave_to_master,
project_from_master_to_slave, Mortar, get_slave_elements,
get_polygon_clip
project_from_master_to_slave, Mortar, get_slave_elements,
get_polygon_clip
include("io.jl")
export Xdmf, h5file, xmffile, xdmf_filter, new_dataitem, update_xdmf!, save!
include("solvers.jl")
export AbstractSolver, Solver, Nonlinear, NonlinearSolver, Linear, LinearSolver,
get_unknown_field_name, get_formulation_type, get_problems,
get_field_problems, get_boundary_problems,
get_field_assembly, get_boundary_assembly,
initialize!, create_projection, eliminate_interior_dofs,
is_field_problem, is_boundary_problem
get_unknown_field_name, get_formulation_type, get_problems,
get_field_problems, get_boundary_problems,
get_field_assembly, get_boundary_assembly,
initialize!, create_projection, eliminate_interior_dofs,
is_field_problem, is_boundary_problem
include("solvers_modal.jl")
export Modal
include("problems_contact.jl")
@@ -188,12 +206,12 @@ export Contact
module Preprocess
end
using FEMBase, SparseArrays, LinearAlgebra
using SparseArrays, LinearAlgebra
include("preprocess.jl")
export create_elements, Mesh, add_node!, add_nodes!,
add_element_to_element_set!, add_node_to_node_set!,
find_nearest_nodes, find_nearest_node, reorder_element_connectivity!,
create_node_set_from_element_set!, filter_by_element_set
add_element_to_element_set!, add_node_to_node_set!,
find_nearest_nodes, find_nearest_node, reorder_element_connectivity!,
create_node_set_from_element_set!, filter_by_element_set
include("preprocess_abaqus_reader.jl")
export abaqus_read_mesh, create_surface_elements, create_nodal_elements
include("preprocess_aster_reader.jl")
@@ -206,8 +224,8 @@ end
include("postprocess_utils.jl")
export calc_nodal_values!, get_nodal_vector, get_nodal_dict, copy_field!,
calculate_area, calculate_center_of_mass, calculate_second_moment_of_mass,
extract
calculate_area, calculate_center_of_mass, calculate_second_moment_of_mass,
extract
include("deprecations.jl")
@@ -215,13 +233,13 @@ export SparseMatrixCOO, SparseVectorCOO, optimize!, resize_sparse
export DCTI, DVTI, DCTV, DVTV, CCTI, CVTI, CCTV, CVTV, Increment
export FieldProblem, BoundaryProblem, Problem, Node, Element, Assembly
export Poi1, Seg2, Seg3, Tri3, Tri6, Tri7, Quad4, Quad8, Quad9,
Tet4, Tet10, Pyr5, Wedge6, Wedge15, Hex8, Hex20, Hex27
Tet4, Tet10, Pyr5, Wedge6, Wedge15, Hex8, Hex20, Hex27
export update!, add_elements!, get_unknown_field_name, add!,
is_field_problem, is_boundary_problem, get_gdofs,
initialize!, get_integration_points, group_by_element_type,
get_unknown_field_dimension, get_connectivity
is_field_problem, is_boundary_problem, get_gdofs,
initialize!, get_integration_points, group_by_element_type,
get_unknown_field_dimension, get_connectivity
export get_nonzero_rows, get_local_coordinates, inside, IP, get_element_type,
get_elements, AbstractProblem, IntegrationPoint, filter_by_element_type,
get_element_id, get_nonzero_columns, resize_sparse, resize_sparsevec
get_elements, AbstractProblem, IntegrationPoint, filter_by_element_type,
get_element_id, get_nonzero_columns, resize_sparse, resize_sparsevec
end
+105
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@@ -0,0 +1,105 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
abstract type AbstractAnalysis end
abstract type AbstractResultsWriter end
mutable struct Analysis{A<:AbstractAnalysis}
name :: String
problems :: Vector{Problem}
fields :: Dict{String, AbstractField}
results_writers :: Vector{AbstractResultsWriter}
properties :: A
end
"""
Analysis(A, analysis_name)
Create a new analysis of type `A`, where `A` is a subtype of `AbstractAnalysis`.
Analysis can be e.g. `Linear` for linear quasistatic analysis, `Nonlinear` for
nonlinear quasistatic analysis or `Modal` for natural frequency analysis.
# Examples
```julia
analysis = Analysis(Linear, "linear quasistatic analysis of beam structure")
```
"""
function Analysis(::Type{A}, name::String="$A Analysis") where A<:AbstractAnalysis
analysis = Analysis{A}(name, [], Dict(), [], A())
@info("Creating a new analysis of type $A with name `$name`.")
return analysis
end
function add_problem!(analysis::Analysis, problems::Problem...)
for problem in problems
@info("Adding problem `$(problem.name)` to analysis `$(analysis.name)`.")
push!(analysis.problems, problem)
end
return nothing
end
add_problems!(analysis::Analysis, problems::Union{Vector, Tuple}) = add_problem!(analysis, problems...)
"""
add_problems!(analysis, problem...)
Add problem(s) to analysis.
# Examples
Add two problems, `beam` and `bc`, to linear quasistatic analysis:
```julia
beam = Problem(Beam, "beam structure", 6)
bc = Problem(Dirichlet, "fix", 6, "displacement")
analysis = Analysis(Linear, "linear quasistatic analysis")
add_problems!(analysis, beam, bc)
```
"""
add_problems!(analysis::Analysis, problems...) = add_problem!(analysis, problems...)
function get_problems(analysis::Analysis)
return analysis.problems
end
function get_problem(analysis::Analysis, problem_name)
problems = filter(p -> p.name == problem_name, get_problems(analysis))
if length(problems) != 1
error("Several problem with name $problem_name found from analysis $(analysis.name).")
end
return first(problems)
end
function add_results_writer!(analysis::Analysis, writer::W) where W<:AbstractResultsWriter
push!(analysis.results_writers, writer)
return nothing
end
function get_results_writers(analysis::Analysis)
return analysis.results_writers
end
function run!(::Analysis{A}) where A<:AbstractAnalysis
@info("This is a placeholder function for running an analysis $A for a set of problems.")
end
function write_results!(::Analysis{A}, ::W) where {A<:AbstractAnalysis, W<:AbstractResultsWriter}
@info("Writing the results of analysis $A is not supported by a results writer $W")
return nothing
end
function write_results!(analysis)
results_writers = get_results_writers(analysis)
if isempty(results_writers)
@info("No result writers attached to the analysis $(analysis.name). " *
"In order to get results of the analysis stored to the disk, one " *
"must attach some results writer to the analysis using " *
"add_results_writer!, e.g. xdmf_writer = Xdmf(\"results\"); " *
"add_results_writer!(analysis, xdmf_writer)")
return nothing
end
for results_writer in results_writers
write_results!(analysis, results_writer)
end
return nothing
end
+196
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@@ -0,0 +1,196 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
function isapprox(a1::Assembly, a2::Assembly)
T = isapprox(a1.K, a2.K)
T &= isapprox(a1.C1, a2.C1)
T &= isapprox(a1.C2, a2.C2)
T &= isapprox(a1.D, a2.D)
T &= isapprox(a1.f, a2.f)
T &= isapprox(a1.g, a2.g)
return T
end
function assemble_prehook!(::Problem, ::T) where T<:Number end
function assemble_posthook!(::Problem, ::T) where T<:Number end
"""
assemble_elements!(problem, assembly, elements, time)
Assemble elements for problem.
This should be overridden with own `assemble_elements!`-implementation.
"""
function assemble_elements!(problem::Problem, assembly::Assembly,
elements::Vector{T}, time) where T<:AbstractElement{E} where E
elements2 = convert(Vector{Element}, elements)
assemble!(assembly, problem, elements2, time)
end
function assemble!(problem::Problem, time)
assemble_prehook!(problem, time)
elements = get_elements(problem)
assembly = get_assembly(problem)
if !isempty(assembly)
@warn("Problem assembly is not empty before assembling. This is probably " *
"causing unexpected results. To remove old assembly, use " *
"`empty!(problem.assembly)`", typeof(problem), problem.name)
assemble_posthook!(problem, time)
return nothing
end
if isempty(elements)
@warn("There is no elements defined in problem. Before assembling a " *
"problem, elements must be added using " *
"`add_elements!(problem, elements)`.", typeof(problem), problem.name)
assemble_posthook!(problem, time)
return nothing
end
first_element = first(elements)
unknown_field_name = get_unknown_field_name(problem)
if !haskey(first_element, unknown_field_name)
#=
warn("Assembling elements for problem $(problem.name): seems that ",
"problem is uninitialized. To initialize problem, use ",
"`initialize!(problem, time)`.")
info("Initializing problem $(problem.name) at time $time automatically.")
=#
initialize!(problem, time)
end
for (element_type, elements) in group_by_element_type(elements)
assemble_elements!(problem, assembly, elements, time)
end
assemble_posthook!(problem, time)
return nothing
end
function assemble!(problem::Problem)
@warn("assemble!(problem) will be deprecated. Use assemble!(problem, time)")
assemble!(problem, 0.0)
end
function assemble_mass_matrix!(problem::Problem, time::Float64)
if !isempty(problem.assembly.M)
@info("Mass matrix for is already assembled, not assembling.",
problem.name)
return nothing
end
elements = get_elements(problem)
for (element_type, elements) in group_by_element_type(get_elements(problem))
assemble_mass_matrix!(problem::Problem, elements, time)
end
return nothing
end
function assemble_mass_matrix!(problem::Problem, elements::Vector{E}, time) where E<:AbstractElement{M_,B} where {M_,B}
nnodes = length(first(elements))
dim = get_unknown_field_dimension(problem)
M = zeros(nnodes, nnodes)
N = zeros(1, nnodes)
NtN = zeros(nnodes, nnodes)
ldofs = zeros(Int, nnodes)
for element in elements
fill!(M, 0.0)
for ip in get_integration_points(element, 2)
detJ = element(ip, time, Val{:detJ})
rho = element("density", ip, time)
w = ip.weight*rho*detJ
eval_basis!(B, N, ip)
N = element(ip, time)
mul!(NtN, transpose(N), N)
rmul!(NtN, w)
for i=1:nnodes^2
M[i] += NtN[i]
end
end
for (i, j) in enumerate(get_connectivity(element))
@inbounds ldofs[i] = (j-1)*dim
end
for i=1:dim
add!(problem.assembly.M, ldofs.+i, ldofs.+i, M)
end
end
return
end
"""
assemble_mass_matrix!(problem, elements::Vector{Element{Tet10}}, time)
Assemble Tet10 mass matrices using special method. If Tet10 has constant metric
if can be integrated analytically to gain performance.
"""
function assemble_mass_matrix!(problem::Problem, elements::Vector{E}, time) where E<:AbstractElement{M_, Tet10} where M_
nnodes = length(Tet10)
dim = get_unknown_field_dimension(problem)
M = zeros(nnodes, nnodes)
N = zeros(1, nnodes)
NtN = zeros(nnodes, nnodes)
ldofs = zeros(Int, nnodes)
M_CM = 1.0/2520.0 * [
6 1 1 1 -4 -6 -4 -4 -6 -6
1 6 1 1 -4 -4 -6 -6 -4 -6
1 1 6 1 -6 -4 -4 -6 -6 -4
1 1 1 6 -6 -6 -6 -4 -4 -4
-4 -4 -6 -6 32 16 16 16 16 8
-6 -4 -4 -6 16 32 16 8 16 16
-4 -6 -4 -6 16 16 32 16 8 16
-4 -6 -6 -4 16 8 16 32 16 16
-6 -4 -6 -4 16 16 8 16 32 16
-6 -6 -4 -4 8 16 16 16 16 32]
function is_CM(::AbstractElement{M, Tet10}, X; rtol=1.0e-6) where M
isapprox(X[5], 1/2*(X[1]+X[2]); rtol=rtol) || return false
isapprox(X[6], 1/2*(X[2]+X[3]); rtol=rtol) || return false
isapprox(X[7], 1/2*(X[3]+X[1]); rtol=rtol) || return false
isapprox(X[8], 1/2*(X[1]+X[4]); rtol=rtol) || return false
isapprox(X[9], 1/2*(X[2]+X[4]); rtol=rtol) || return false
isapprox(X[10], 1/2*(X[3]+X[4]); rtol=rtol) || return false
return true
end
n_CM = 0
for element in elements
for (i, j) in enumerate(get_connectivity(element))
@inbounds ldofs[i] = (j-1)*dim
end
X = element("geometry", time)
rho = element("density", time)
if is_CM(element, X) && length(rho) == 1
ip = (1.0/3.0, 1.0/3.0, 1.0/3.0)
detJ = element(ip, time, Val{:detJ})
rho = element("density", ip, time)
CM_s = detJ*rho
n_CM += 1
for i=1:dim
add!(problem.assembly.M, ldofs .+ i, ldofs .+ i, CM_s * M_CM)
end
else
fill!(M, 0.0)
for ip in get_integration_points(element, 2)
detJ = element(ip, time, Val{:detJ})
rho = element("density", ip, time)
w = ip.weight*rho*detJ
eval_basis!(Tet10, N, ip)
N = element(ip, time)
mul!(NtN, transpose(N), N)
rmul!(NtN, w)
for i=1:nnodes^2
M[i] += NtN[i]
end
end
for i=1:dim
add!(problem.assembly.M, ldofs .+ i, ldofs .+ i, M)
end
end
end
@info("$n_CM of $(length(elements)) was constant metric.")
return
end
+484
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@@ -0,0 +1,484 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
abstract type AbstractProblem end
abstract type FieldProblem<:AbstractProblem end
abstract type BoundaryProblem<:AbstractProblem end
abstract type MixedProblem<:AbstractProblem end
"""
General linearized problem to solve
(K₁+K₂)Δu + C1'*Δλ = f₁+f₂
C2Δu + D*Δλ = g
"""
mutable struct Assembly
M :: SparseMatrixCOO # mass matrix
# for field assembly
K :: SparseMatrixCOO # stiffness matrix
Kg :: SparseMatrixCOO # geometric stiffness matrix
f :: SparseMatrixCOO # force vector
fg :: SparseMatrixCOO #
# for boundary assembly
C1 :: SparseMatrixCOO
C2 :: SparseMatrixCOO
D :: SparseMatrixCOO
g :: SparseMatrixCOO
c :: SparseMatrixCOO
u :: Vector{Float64} # solution vector u
u_prev :: Vector{Float64} # previous solution vector u
u_norm_change :: Real # change of norm in u
la :: Vector{Float64} # solution vector la
la_prev :: Vector{Float64} # previous solution vector u
la_norm_change :: Real # change of norm in la
removed_dofs :: Vector{Int} # manually remove dofs from assembly
end
function Assembly()
return Assembly(
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
SparseMatrixCOO(),
[], [], Inf,
[], [], Inf,
[])
end
function empty!(assembly::Assembly)
empty!(assembly.M)
empty!(assembly.K)
empty!(assembly.Kg)
empty!(assembly.f)
empty!(assembly.fg)
empty!(assembly.C1)
empty!(assembly.C2)
empty!(assembly.D)
empty!(assembly.g)
empty!(assembly.c)
end
function isempty(assembly::Assembly)
T = isempty(assembly.M)
T &= isempty(assembly.K)
T &= isempty(assembly.Kg)
T &= isempty(assembly.f)
T &= isempty(assembly.fg)
T &= isempty(assembly.C1)
T &= isempty(assembly.C2)
T &= isempty(assembly.D)
T &= isempty(assembly.g)
T &= isempty(assembly.c)
return T
end
"""
Problem{P<:AbstractProblem}
Defines a new problem of type `P`, where `P` characterizes the physics of the
problem. `P` can be for example `Elasticity`, if the physics of the system is
described by Cauchy's stress equation ∇⋅σ + b = ̈ρu, or `Heat`, if the physics
of the problem is described by heat equation -∇⋅(k∇u) = f.
"""
mutable struct Problem{P<:AbstractProblem}
name :: AbstractString # descriptive name for the problem
dimension :: Int # degrees of freedom per node
parent_field_name :: AbstractString # (optional) name of the parent field e.g. "displacement"
elements :: Vector{Element}
dofmap :: Dict{Element, Vector{Int}} # connects the element local dofs to the global dofs
assembly :: Assembly
fields :: Dict{String, AbstractField}
postprocess_fields :: Vector{String}
properties :: P
end
"""
Problem(problem_type, problem_name, problem_dimension)
Construct a new field problem.
`problem_type` must be a subtype of `FieldProblem` (`Elasticity`, `Heat`, etc..).
`problem_dimensions` is the number of degrees of freedom each node is containing.
# Examples
To create vector-valued elasticity problem, having 3 dofs / node:
```julia
problem1 = Problem(Elasticity, "test problem", 3)
```
To create scalar-valued Poisson problem:
```julia
problem2 = Problem(Heat, "test problem 2", 1)
```
"""
function Problem(::Type{P}, name::AbstractString, dimension::Int) where P<:FieldProblem
parent_field_name = "none"
elements = []
dofmap = Dict()
assembly = Assembly()
fields = Dict()
postprocess_fields = Vector()
properties = P()
problem = Problem{P}(name, dimension, parent_field_name, elements, dofmap,
assembly, fields, postprocess_fields, properties)
@info("Creating a new problem of type $P, having name `$name` and " *
"dimension $dimension dofs/node.")
return problem
end
"""
Problem(problem_type, problem_name, problem_dimension, parent_field_name)
Construct a new boundary problem.
`problem_type` must be a subtype of `BoundaryProblem` (`Dirichlet`, `Contact`,
etc..). `problem_dimensions` is the number of degrees of freedom each node is
containing. `parent_field_name` is describing the field, where the boundary
problem is affecting.
# Examples
To create a Dirichlet boundary condition for a vector-valued elasticity problem,
having 3 dofs / node:
```julia
bc1 = Problem(Dirichlet, "fix displacement on support", 3, "displacement")
```
To create a Dirichlet boundary condition for scalar-valued Poisson problem:
```julia
bc2 = Problem(Dirichlet, "fix surface temperature", 1, "temperature")
```
"""
function Problem(::Type{P}, name, dimension, parent_field_name) where P<:BoundaryProblem
elements = []
dofmap = Dict()
assembly = Assembly()
fields = Dict()
postprocess_fields = Vector()
properties = P()
problem = Problem{P}(name, dimension, parent_field_name, elements, dofmap,
assembly, fields, postprocess_fields, properties)
@info("Creating a new boundary problem of type $P, having name `$name` and " *
"dimension $dimension dofs/node. This boundary problems fixes field " *
"`$parent_field_name`.")
return problem
end
function get_formulation_type(::Problem)
return :incremental
end
"""
get_unknown_field_dimension(problem)
Return the dimension of the unknown field of this problem.
"""
function get_unknown_field_dimension(problem::Problem)
return problem.dimension
end
"""
get_unknown_field_name(problem)
Default function if unknown field name is not defined for some problem.
"""
function get_unknown_field_name(::P) where P<:AbstractProblem
@warn("The name of unknown field (e.g. displacement, temperature, ...) of the " *
"problem type must be given by defining a function " *
"`get_unknown_field_name(::$P)`")
return "N/A"
end
""" Return the name of the unknown field of this problem. """
function get_unknown_field_name(problem::Problem{P}) where P
return get_unknown_field_name(problem.properties)
end
""" Return the name of the parent field of this (boundary) problem. """
function get_parent_field_name(problem::Problem{P}) where P<:BoundaryProblem
return problem.parent_field_name
end
function get_unknown_field_name(::P) where P<:BoundaryProblem
return "lambda"
end
is_field_problem(::Problem) = false
is_field_problem(::Problem{P}) where {P<:FieldProblem} = true
is_boundary_problem(::Problem) = false
is_boundary_problem(::Problem{P}) where {P<:BoundaryProblem} = true
function get_elements(problem::Problem)
return problem.elements
end
function update!(problem::P, attr::Pair{String, String}...) where P<:AbstractProblem
for (name, value) in attr
setfield!(problem, Meta.parse(name), Meta.parse(value))
end
end
"""
function initialize!(problem_type, element_name, time)
Initialize the element ready for calculation, where `problem_type` is the type
of the problem (Elasticity, Dirichlet, etc.), `element_name` is the name of a
constructed element (see Element(element_type, connectivity_vector)) and `time`
is the starting time of the initializing process.
"""
function initialize!(problem::Problem, element::AbstractElement, time::Float64)
field_name = get_unknown_field_name(problem)
field_dim = get_unknown_field_dimension(problem)
nnodes = length(element)
if field_dim == 1 # scalar field
empty_field = tuple(zeros(nnodes)...)
else # vector field
# FIXME: the most effective way to do
# ([0.0,0.0], [0.0,0.0], ..., [0.0,0.0]) ?
empty_field = tuple(map((x)->zeros(field_dim)*x, 1:nnodes)...)
end
# initialize primary field
if !haskey(element, field_name)
update!(element, field_name, time => empty_field)
end
# if a boundary problem, initialize also a field for the main problem
is_boundary_problem(problem) || return
field_name = get_parent_field_name(problem)
if !haskey(element, field_name)
update!(element, field_name, time => empty_field)
end
end
function initialize!(problem::Problem, time::Float64=0.0)
for element in get_elements(problem)
initialize!(problem, element, time)
end
end
function update!(problem::Problem, assembly::Assembly, u::Vector, la::Vector)
# resize & fill with zeros vectors if length mismatch with current solution
if length(u) != length(assembly.u)
resize!(assembly.u, length(u))
fill!(assembly.u, 0.0)
end
if length(la) != length(assembly.la)
resize!(assembly.la, length(la))
fill!(assembly.la, 0.0)
end
# copy current solutions to previous ones and add/replace new solution
# TODO: here we have couple of options and they need to be clarified
# for total formulation we are solving total quantity Ku = f while in
# incremental formulation we solve KΔu = f and u = u + Δu
assembly.u_prev = copy(assembly.u)
assembly.la_prev = copy(assembly.la)
if get_formulation_type(problem) == :total
assembly.u = u
assembly.la = la
elseif get_formulation_type(problem) == :incremental
assembly.u += u
assembly.la = la
elseif get_formulation_type(problem) == :forwarddiff
assembly.u += u
assembly.la += la
else
@info("$(problem.name): unknown formulation type, don't know what to do with results")
error("serious failure with problem formulation: $(get_formulation_type(problem))")
end
# calculate change of norm
assembly.u_norm_change = norm(assembly.u - assembly.u_prev)
assembly.la_norm_change = norm(assembly.la - assembly.la_prev)
return assembly.u, assembly.la
end
"""
get_global_solution(problem, assembly)
Return a global solution (u, la) for a problem.
Notes
-----
If the length of solution vector != number of nodes, i.e. the field dimension is
something else than 1, reshape vectors so that their length matches to the
number of nodes. This helps to get nodal results easily.
"""
function get_global_solution(problem::Problem, assembly::Assembly)
u = assembly.u
la = assembly.la
field_dim = get_unknown_field_dimension(problem)
if field_dim == 1
return u, la
else
nnodes = round(Int, length(u)/field_dim)
u = reshape(u, field_dim, nnodes)
u = Vector{Float64}[u[:,i] for i in 1:nnodes]
la = reshape(la, field_dim, nnodes)
la = Vector{Float64}[la[:,i] for i in 1:nnodes]
return u, la
end
end
function update!(problem::Problem{P}, assembly::Assembly, elements::Vector{Element}, time::Float64) where P<:FieldProblem
u, la = get_global_solution(problem, assembly)
field_name = get_unknown_field_name(problem)
# update solution u for elements
for element in elements
connectivity = get_connectivity(element)
update!(element, field_name, time => tuple(u[connectivity]...))
end
end
function update!(problem::Problem{P}, assembly::Assembly, elements::Vector{Element}, time::Float64) where P<:BoundaryProblem
u, la = get_global_solution(problem, assembly)
parent_field_name = get_parent_field_name(problem) # displacement
field_name = get_unknown_field_name(problem) # lambda
# update solution and lagrange multipliers for boundary elements
for element in elements
connectivity = get_connectivity(element)
update!(element, parent_field_name, time => tuple(u[connectivity]...))
update!(element, field_name, time => tuple(la[connectivity]...))
end
end
"""
add_element!(problem, element1, element2, ...)
Add element(s) to the problem.
"""
function add_element!(problem, elements...)
for element in elements
push!(problem.elements, element)
end
return nothing
end
"""
add_elements!(problem, element_set_1, element_set_2, ...)
Add vectors/tuples of element(s) to the problem.
"""
function add_elements!(problem, element_sets::Union{Vector,Tuple}...)
for elements in element_sets
nelements = length(elements)
@info("Adding $nelements elements to problem `$(problem.name)`")
add_element!(problem, elements...)
end
return nothing
end
add_elements!(problem, elements::Element...) = add_element!(problem, elements...)
function add_elements!(problem, elements_or_lists_of_elements...)
for item in elements_or_lists_of_elements
add_elements!(problem, item)
end
end
get_assembly(problem::Problem) = problem.assembly
Base.length(problem::Problem) = length(problem.elements)
function update!(problem::Problem, field_name::AbstractString, data)
#if haskey(problem.fields, field_name)
# update!(problem.fields[field_name], field_name::AbstractString, data)
#else
# problem.fields[field_name] = Field(data)
#end
update!(problem.elements, field_name::AbstractString, data)
end
function haskey(problem::Problem, field_name::AbstractString)
return haskey(problem.fields, field_name)
end
function getindex(problem::Problem, field_name::String)
return problem.fields[field_name]
end
#""" Return field calculated to nodal points for elements in problem p. """
function (problem::Problem)(field_name::String, time::Float64)
#if haskey(problem, field_name)
# return problem[field_name](time)
#end
f = Dict{Int, Any}()
for element in get_elements(problem)
haskey(element, field_name) || continue
for (c, v) in zip(get_connectivity(element), element(field_name, time))
if haskey(f, c)
if !isapprox(f[c], v)
@info("several values for single node when returning field $field_name")
@info("already have: $(f[c]), and trying to set $v")
end
else
f[c] = v
end
end
end
#f == nothing && return f
#update!(problem, field_name, time => f)
return f
end
function push!(problem::Problem, elements...)
push!(problem.elements, elements...)
end
function push!(problem::Problem, elements_::Vector...)
for elements in elements_
push!(problem.elements, elements...)
end
end
"""
set_gdofs!(problem, element)
Set element global degrees of freedom.
"""
function set_gdofs!(problem, element, dofs)
problem.dofmap[element] = dofs
end
"""
get_gdofs(problem, element)
Return the global degrees of freedom for element.
First make lookup from problem dofmap. If not defined there, make implicit
assumption that dofs follow formula `gdofs = [dim*(nid-1)+j for j=1:dim]`,
where `nid` is node id and `dim` is the dimension of problem. This formula
arranges dofs so that first comes all dofs of node 1, then node 2 and so on:
(u11, u12, u13, u21, u22, u23, ..., un1, un2, un3) for 3 dofs/node setting.
"""
function get_gdofs(problem::Problem, element::AbstractElement)
if haskey(problem.dofmap, element)
return problem.dofmap[element]
end
conn = get_connectivity(element)
if length(conn) == 0
error("element connectivity not defined, cannot determine global ",
"degrees of freedom for element #: $(element.id)")
end
dim = get_unknown_field_dimension(problem)
gdofs = [dim*(i-1)+j for i in conn for j=1:dim]
return gdofs
end
+1 -1
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@@ -2,7 +2,7 @@
# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE
# AbstractBasis type and interface
# Consolidated from FEMBasis.jl package
# Consolidated from jl package
using Tensors
using LinearAlgebra
+5 -5
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
__precompile__(false)
@@ -22,7 +22,7 @@ function calculate_interpolation_polynomials(p, V)
N = Expr(:call, :+)
for (ai, bi) in zip(solution, args)
isapprox(ai, 0.0) && continue
push!(N.args, Calculus.simplify( :( $ai * $bi ) ))
push!(N.args, Calculus.simplify(:($ai * $bi)))
end
push!(basis, N)
end
@@ -55,17 +55,17 @@ function create_basis(name, description, X::Vector{<:Vecish{D}}, basis::Vector)
return create_basis(name, description, Vec.(X), basis, dbasis)
end
function create_basis(name, description, X::Vector{<:Vecish{D, T}}, basis, dbasis) where {D, T}
function create_basis(name, description, X::Vector{<:Vecish{D,T}}, basis, dbasis) where {D,T}
N = length(X)
@debug "create basis given basis functions and derivatives" name description X basis dbasis
Q = Expr(:block)
for i=1:N
for i = 1:N
push!(Q.args, :(N[$i] = $(basis[i])))
end
V = Expr(:block)
for i=1:N
for i = 1:N
push!(V.args, :(dN[$i] = Vec(float.(tuple($(dbasis[:, i]...))))))
end
+1 -1
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@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
code = create_basis_and_eval(
:Hex8,
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
# Kaltenbacher, Manfred. Numerical simulation of mechatronic sensors and actuators: finite elements for computational multiphysics. Springer, 2015.
code = create_basis_and_eval(
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
code = create_basis_and_eval(
:Quad4,
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
code = create_basis_and_eval(
:Seg2,
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
code = create_basis_and_eval(
:Tet4,
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
code = create_basis_and_eval(
:Tri3,
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
# Kaltenbacher, Manfred. Numerical simulation of mechatronic sensors and actuators: finite elements for computational multiphysics. Springer, 2015.
create_basis_and_eval(
+2 -2
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
"""
interpolate(B, T, xi)
@@ -148,7 +148,7 @@ BasisInfo(Tri3)
# output
FEMBasis.BasisInfo{FEMBasis.Tri3,Float64}([0.0 0.0 0.0], [0.0 0.0 0.0; 0.0 0.0 0.0], [0.0 0.0 0.0; 0.0 0.0 0.0], [0.0 0.0; 0.0 0.0], [0.0 0.0; 0.0 0.0], 0.0)
BasisInfo{Tri3,Float64}([0.0 0.0 0.0], [0.0 0.0 0.0; 0.0 0.0 0.0], [0.0 0.0 0.0; 0.0 0.0 0.0], [0.0 0.0; 0.0 0.0], [0.0 0.0; 0.0 0.0], 0.0)
```
+1 -1
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@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
import Base: size, length
+1 -1
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@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
""" NURBS segment. """
mutable struct NSeg <: AbstractBasis{1}
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
mutable struct NSolid <: AbstractBasis{3}
order_u :: Int
+1 -1
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@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
mutable struct NSurf <: AbstractBasis{2}
order_u :: Int
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
function subs(p::Number, ::Any)
return p
+1 -1
View File
@@ -1,5 +1,5 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBasis.jl/blob/master/LICENSE
# License is MIT: see https://github.com/JuliaFEM/jl/blob/master/LICENSE
"""
vandermonde_matrix(polynomial, coordinates)
+72
View File
@@ -0,0 +1,72 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
const Node = Vector{Float64}
abstract type AbstractPoint end
mutable struct Point{P<:AbstractPoint}
id :: Int
weight :: Float64
coords :: Tuple{Vararg{Float64}}
fields :: Dict{String, AbstractField}
properties :: P
end
function setindex!(point::Point, val::Pair{Float64, T}, field_name) where T
point.fields[field_name] = field(val)
end
function getindex(point::Point, field_name)
return point.fields[field_name]
end
function getindex(point::Point, idx::Int)
return point.coords[idx]
end
function haskey(point::Point, field_name)
return haskey(point.fields, field_name)
end
function (point::Point)(field_name, time)
interpolate(point.fields[field_name], time)
end
function Base.iterate(point::Point)
return Base.iterate(point.coords)
end
function Base.iterate(point::Point, i::Int)
return Base.iterate(point.coords, i)
end
function update!(point::Point, field_name, val::Pair{Float64, T}) where T
if haskey(point, field_name)
update!(point[field_name], val)
else
point[field_name] = val
end
end
#= TODO: in future
type Node <: AbstractPoint
end
type MaterialPoint <: AbstractPoint
end
=#
struct IntegrationPoint <: AbstractPoint
end
const IP = Point{IntegrationPoint}
function IP(id, weight, coords::Tuple)
return IP(id, weight, coords, Dict(), IntegrationPoint())
end
function IP(id, weight, coords::Vector)
@warn "Consider giving coordinates as tuple."
return IP(id, weight, tuple(coords...), Dict(), IntegrationPoint())
end
+527
View File
@@ -0,0 +1,527 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
"""
AbstractFieldSet{N<:Int}
Abstract supertype for all field sets, where `N` is the length of the discrete
fields (typically is the number of the nodes in element).
"""
abstract type AbstractFieldSet{N} end
"""
EmptyFieldSet{N} <: AbstractFieldSet{N}
Empty field set used as a default for all elements.
"""
struct EmptyFieldSet{N} <: AbstractFieldSet{N}
end
const DefaultFieldSet = EmptyFieldSet
"""
AbstractElement{M<:AbstractFieldSet, B<:AbstractBasis}
Abstract supertype for all elements.
"""
abstract type AbstractElement{M<:AbstractFieldSet, B<:AbstractBasis} end
mutable struct Element{M,B} <: AbstractElement{M,B}
id :: Int
connectivity :: Vector{Int}
integration_points :: Vector{IP}
dfields :: Dict{Symbol, AbstractField}
sfields :: M
properties :: B
end
"""
Element(topology, connectivity)
Construct a new element where `topology` is the topological type of the element
and connectivity contains node numbers where element is connected.
# Topological types
## 1d elements
- `Seg2`
- `Seg3`
## 2d elements
- `Tri3`
- `Tri6`
- `Tri7`
- `Quad4`
- `Quad8`
- `Quad9`
## 3d elements
- `Tet4`
- `Tet10`
- `Hex8`
- `Hex20`
- `Hex27`
- `Pyr5`
- `Wedge6`
- `Wedge15`
# Examples
```julia
element = Element(Tri3, (1, 2, 3))
```
"""
function Element(::Type{T}, connectivity::NTuple{N, Int}) where {N, T<:AbstractBasis}
return Element(T, DefaultFieldSet, connectivity)
end
function Element(::Type{T}, ::Type{M}, connectivity::NTuple{N, Int}) where {N, M<:AbstractFieldSet, T<:AbstractBasis}
element_id = -1
topology = T()
integration_points = Point{IntegrationPoint}[]
dfields = Dict{Symbol,AbstractField}()
sfields = M{N}()
element = Element(element_id, collect(connectivity), integration_points,
dfields, sfields, topology)
return element
end
function Element(::Type{T}, connectivity::Vector{Int}) where T<:AbstractBasis
return Element(T, (connectivity...,))
end
function get_element_id(element::AbstractElement)
return element.id
end
function get_element_type(::AbstractElement{M,T}) where {M,T}
return T
end
function is_element_type(::AbstractElement{M,T}, element_type) where {M,T}
return T === element_type
end
function filter_by_element_type(element_type, elements)
return Iterators.filter(element -> is_element_type(element, element_type), elements)
end
function get_connectivity(element::AbstractElement)
return element.connectivity
end
"""
group_by_element_type(elements)
Given a vector of elements, group elements by element type to several vectors.
Returns a dictionary, where key is the element type and value is a vector
containing all elements of type `element_type`.
"""
function group_by_element_type(elements)
eltypes = map(T -> typeof(T), elements)
elgroups = Dict(T => T[] for T in eltypes)
for element in elements
T = typeof(element)
push!(elgroups[T], element)
end
return elgroups
end
### dfields - dynamically defined fields
# This is the "old" field system, where fields are defined to dictionary.
# It is known that this approach is having a performance issue caused by
# type instability.
function has_dfield(element, field_name)
return haskey(element.dfields, field_name)
end
function get_dfield(element, field_name)
return getindex(element.dfields, field_name)
end
function create_dfield!(element, field_name, field_::AbstractField)
T = typeof(field_)
if has_dfield(element, field_name)
@debug("Replacing the content of a field $field_name with a new field of type $T.")
else
@debug("Creating a new dfield $field_name of type $T")
end
element.dfields[field_name] = field_
return
end
function create_dfield!(element, field_name, field_data)
create_dfield!(element, field_name, field(field_data))
end
function update_dfield!(element, field_name, field_data)
if has_dfield(element, field_name)
field = get_dfield(element, field_name)
@debug("Update $field_name with data $field_data")
update_field!(field, field_data)
else
create_dfield!(element, field_name, field_data)
end
end
# A helper function to pick element data from dictionary
function pick_data_(element, field_data)
connectivity = get_connectivity(element)
N = length(connectivity)
picked_data = ntuple(i -> getindex(field_data, connectivity[i]), N)
return picked_data
end
function update_dfield!(element, field_name, (time, field_data)::Pair{Float64, Dict{Int,V}}) where V
update_dfield!(element, field_name, time => pick_data_(element, field_data))
end
function update_dfield!(element, field_name, field_data::Dict{Int,V}) where V
update_dfield!(element, field_name, pick_data_(element, field_data))
end
function update_dfield!(element, field_name, field_data::Function)
if hasmethod(field_data, Tuple{Element, Any, Any})
element.dfields[field_name] = field((ip, time) -> field_data(element, ip, time))
else
element.dfields[field_name] = field(field_data)
end
end
function interpolate_dfield(element, field_name, time)
field = get_dfield(element, field_name)
return interpolate(field, time)
end
### sfields statically defined fields
# A new-style field system, where fields are defined in sfields <: AbstractFieldSet
# during the initialization of element.
function has_sfield(element, field_name)
return isdefined(element.sfields, field_name)
end
function get_sfield(element, field_name)
return getfield(element.sfields, field_name)
end
function update_sfield!(element, field_name, field_data)
field = get_sfield(element, field_name)
update!(field, field_data)
end
function interpolate_sfield(element, field_name, time)
field = get_sfield(element, field_name)
return interpolate(field, time)
end
### dfield & sfield -- common routines
function has_field(element, field_name)
return has_sfield(element, field_name) || has_dfield(element, field_name)
end
function get_field(element, field_name)
if has_sfield(element, field_name)
return get_sfield(element, field_name)
else
return get_dfield(element, field_name)
end
end
function update_field!(element, field_name, field_data)
if has_sfield(element, field_name)
update_sfield!(element, field_name, field_data)
else
update_dfield!(element, field_name, field_data)
end
end
function interpolate_field(element, field_name::Symbol, time)
if has_sfield(element, field_name)
return interpolate_sfield(element, field_name, time)
elseif has_dfield(element, field_name)
return interpolate_dfield(element, field_name, time)
else
error("Cannot interpolate from field $field_name: no such field.")
end
end
function interpolate(element::AbstractElement, field_name, time)
return interpolate_field(element, field_name, time)
end
function update_field!(elements::Vector{Element}, field_name, field_data)
for element in elements
update_field!(element, field_name, field_data)
end
end
# Update fields when given a dictionary or time => dictionary:
# pick data from dictionary diven by the connectivity information of element
#=
function update_field!(element::AbstractElement, field::F,
data::Dict{T,V}) where {F<:DVTI,T,V}
connectivity = get_connectivity(element)
N = length(connectivity)
picked_data = ntuple(i -> data[connectivity[i]], N)
update_field!(field, picked_data)
end
function update_field!(element::AbstractElement, field::F,
ddata::Pair{Float64, Dict{T,V}}) where {F<:DVTV,T,V}
time, data = ddata
connectivity = get_connectivity(element)
N = length(connectivity)
picked_data = ntuple(i -> data[connectivity[i]], N)
update_field!(field, time => picked_data)
end
=#
"""
interpolate(element, field_name, time)
Interpolate field `field_name` from element at given `time`.
# Example
```
element = Element(Seg2, [1, 2])
data1 = Dict(1 => 1.0, 2 => 2.0)
data2 = Dict(1 => 2.0, 2 => 3.0)
update!(element, "my field", 0.0 => data1)
update!(element, "my field", 1.0 => data2)
interpolate(element, "my field", 0.5)
# output
(1.5, 2.5)
```
"""
function interpolate(element::AbstractElement, field_name::String, time::Float64)
field = element[field_name]
result = interpolate(field, time)
if isa(result, Dict)
connectivity = get_connectivity(element)
return tuple((result[i] for i in connectivity)...)
else
return result
end
end
function info_update_field(elements, field_name, data)
nelements = length(elements)
@info("Updating field `$field_name` for $nelements elements.")
end
function info_update_field(elements, field_name, data::Float64)
nelements = length(elements)
@info("Updating field `$field_name` => $data for $nelements elements.")
end
"""
update!(elements, field_name, data)
Given a list of elements, field name and data, update field to elements. Data
is passed directly to the `field`-function.
# Examples
Create two elements with topology `Seg2`, one is connecting to nodes (1, 2) and
the other is connecting to (2, 3). Some examples of updating fields:
```julia
elements = [Element(Seg2, [1, 2]), Element(Seg2, [2, 3])]
X = Dict(1 => 0.0, 2 => 1.0, 3 => 2.0)
u = Dict(1 => 0.0, 2 => 0.0, 3 => 0.0)
update!(elements, "geometry", X)
update!(elements, "displacement", 0.0 => u)
update!(elements, "youngs modulus", 210.0e9)
update!(elements, "time-dependent force", 0.0 => 0.0)
update!(elements, "time-dependent force", 1.0 => 100.0)
```
When using dictionaries in definition of fields, key of dictionary corresponds
to node id, that is, updating field `geometry` in the example above is updating
values `(0.0, 1.0)` for the first elements and values `(1.0, 2.0)` to the second
element. For time dependent field, syntax `time => data` is used. If field is
initialized without time-dependency, it cannot be changed to be time-dependent
afterwards. If unsure, it's better to initialize field with time dependency.
"""
function update!(elements, field_name, data)
info_update_field(elements, field_name, data)
for element in elements
update!(element, field_name, data)
end
end
## Interpolate fields in spatial direction
const ConstantField = Union{DCTI, DCTV}
const VariableFields = Union{DVTV, DVTI}
const DictionaryFields = Union{DVTVd, DVTId}
function interpolate_field(::AbstractElement, field::ConstantField, ip, time)
return interpolate_field(field, time)
end
function interpolate_field(element::AbstractElement, field::VariableFields, ip, time)
data = interpolate_field(field, time)
basis = get_basis(element, ip, time)
N = length(basis)
return sum(data[i]*basis[i] for i=1:N)
end
function interpolate_field(element::AbstractElement, field::DictionaryFields, ip, time)
data = interpolate_field(field, time)
basis = element(ip, time)
N = length(element)
c = get_connectivity(element)
return sum(data[c[i]]*basis[i] for i=1:N)
end
function interpolate_field(::AbstractElement, field::CVTV, ip, time)
return field(ip, time)
end
function interpolate(element::AbstractElement, field_name, ip, time)
field = get_field(element, field_name)
interpolate_field(element, field, ip, time)
end
## Other stuff
function get_basis(element::AbstractElement{M,B}, ip, ::Any) where {M,B}
T = typeof(first(ip))
N = zeros(T, 1, length(element))
eval_basis!(B, N, tuple(ip...))
return N
end
function get_dbasis(element::AbstractElement{M,B}, ip, ::Any) where {M,B}
T = typeof(first(ip))
dN = zeros(T, size(element)...)
eval_dbasis!(B, dN, tuple(ip...))
return dN
end
function (element::Element)(ip, time::Float64=0.0)
return get_basis(element, ip, time)
end
#"""
#Examples
#julia> el = Element(Quad4, [1, 2, 3, 4]);
#julia> el([0.0, 0.0], 0.0, 1)
#1x4 Array{Float64,2}:
# 0.25 0.25 0.25 0.25
#julia> el([0.0, 0.0], 0.0, 2)
#2x8 Array{Float64,2}:
# 0.25 0.0 0.25 0.0 0.25 0.0 0.25 0.0
# 0.0 0.25 0.0 0.25 0.0 0.25 0.0 0.25
#"""
function (element::Element)(ip, time::Float64, dim::Int)
dim == 1 && return get_basis(element, ip, time)
Ni = vec(get_basis(element, ip, time))
N = zeros(dim, length(element)*dim)
for i=1:dim
N[i,i:dim:end] += Ni
end
return N
end
function (element::Element)(ip, time, ::Type{Val{:Jacobian}})
X = element("geometry", time)
J = jacobian(element.properties, X, ip)
return J
end
function (element::Element)(ip, time::Float64, ::Type{Val{:detJ}})
J = element(ip, time, Val{:Jacobian})
n, m = size(J)
if n == m # volume element
return det(J)
end
JT = transpose(J)
if size(JT, 2) == 1 # boundary of 2d problem, || ∂X/∂ξ ||
return norm(JT)
else # manifold on 3d problem, || ∂X/∂ξ₁ × ∂X/∂ξ₂ ||
return norm(cross(JT[:,1], JT[:,2]))
end
end
function (element::Element)(ip, time::Float64, ::Type{Val{:Grad}})
J = element(ip, time, Val{:Jacobian})
return inv(J)*get_dbasis(element, ip, time)
end
function (element::Element)(field_name::String, ip, time::Float64, ::Type{Val{:Grad}})
X = element("geometry", time)
u = element(field_name, time)
return grad(element.properties, u, X, ip)
end
function get_integration_points(element::AbstractElement{E}) where E
# first time initialize default integration points
if length(element.integration_points) == 0
ips = get_integration_points(element.properties)
element.integration_points = [IP(i, w, xi) for (i, (w, xi)) in enumerate(ips)]
end
return element.integration_points
end
""" This is a special case, temporarily change order
of integration scheme mainly for mass matrix.
"""
function get_integration_points(element::AbstractElement{E}, change_order::Int) where E
ips = get_integration_points(element.properties, Val{change_order})
return [IP(i, w, xi) for (i, (w, xi)) in enumerate(ips)]
end
""" Find inverse isoparametric mapping of element. """
function get_local_coordinates(element::AbstractElement, X::Vector, time::Float64; max_iterations=10, tolerance=1.0e-6)
haskey(element, "geometry") || error("element geometry not defined, cannot calculate inverse isoparametric mapping")
dim = size(element, 1)
dim == length(X) || error("manifolds not supported.")
xi = zeros(dim)
dX = element("geometry", xi, time) - X
for i=1:max_iterations
J = element(xi, time, Val{:Jacobian})'
xi -= J \ dX
dX = element("geometry", xi, time) - X
norm(dX) < tolerance && return xi
end
debug("get_local_coordinates", X, dX, xi)
error("Unable to find inverse isoparametric mapping for element $element for X = $X")
end
""" Test is X inside element. """
function inside(element::AbstractElement{M,B}, X, time) where {M,B}
xi = get_local_coordinates(element, X, time)
return inside(B, xi)
end
## Convenience functions
# element("displacement", 0.0)
function (element::Element)(field_name::String, time::Float64)
return interpolate(element, field_name, time)
end
# element("displacement", (0.0, 0.0), 0.0)
function (element::Element)(field_name::String, ip, time::Float64)
return interpolate(element, field_name, ip, time)
end
function element_info!(bi::BasisInfo{T}, element::AbstractElement{M,T}, ip, time) where {M,T}
X = interpolate(element, "geometry", time)
eval_basis!(bi, X, ip)
return bi.J, bi.detJ, bi.N, bi.grad
end
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@@ -0,0 +1,53 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
struct Poi1 <: AbstractBasis{0} end
function get_basis(::E, ::Any, ::Any) where E<:AbstractElement{M,Poi1} where M
return [1]
end
function get_dbasis(::E, ::Any, ::Any) where E<:AbstractElement{M,Poi1} where M
return [0]
end
function (::Element{M,Poi1})(::Any, ::Float64, ::Type{Val{:detJ}}) where M
return 1.0
end
function get_integration_order(::Poi1)
return 1
end
function get_integration_points(::Poi1, ::Int)
return [(1.0, (0.0,))]
end
function size(::Type{Poi1})
return (0, 1)
end
function length(::Type{Poi1})
return 1
end
function get_reference_element_coordinates(::Type{Poi1})
Vector{Float64}[[0.0]]
end
function inside(::Union{Type{Seg2},Type{Seg3},Type{Quad4},
Type{Quad8},Type{Quad9},Type{Pyr5},
Type{Hex8},Type{Hex20},
Type{Hex27}}, xi)
return all(-1.0 .<= xi .<= 1.0)
end
function inside(::Union{Type{Tri3},Type{Tri6},Type{Tri7},
Type{Tet4},Type{Tet10}}, xi)
return all(xi .>= 0.0) && (sum(xi) <= 1.0)
end
function get_reference_coordinates(::E) where E<:AbstractElement{M,B} where {M,B}
return get_reference_element_coordinates(B)
end
+57
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@@ -0,0 +1,57 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
# Default number of integration points for each element. First rule is the
# default integration rule returned by `get_integration_points(element)`.
# Sometimes we want to increase integration order, e.g. when integrating mass
# matrix or boundary conditions. For that reason, additional rules are provied
# in list, so e.g. `get_integration_points(element, 1)` returns the second rule,
# `get_integration_points(element, 2)` third rule and so on. Rules should be
# ordered so that picking next one integrates more accurately.
integration_rule_mapping = (
:Seg2 => (:GLSEG2, :GLSEG3, :GLSEG4, :GLSEG5),
:Seg3 => (:GLSEG3, :GLSEG4, :GLSEG5),
:NSeg => (:GLSEG2, :GLSEG3, :GLSEG4, :GLSEG5),
:Quad4 => (:GLQUAD4, :GLQUAD9, :GLQUAD16, :GLQUAD25),
:Quad8 => (:GLQUAD9, :GLQUAD16, :GLQUAD25),
:Quad9 => (:GLQUAD9, :GLQUAD16, :GLQUAD25),
:NSurf => (:GLQUAD9, :GLQUAD16, :GLQUAD25),
:Hex8 => (:GLHEX8, :GLHEX27, :GLHEX64, :GLHEX125),
:Hex20 => (:GLHEX27, :GLHEX64, :GLHEX125),
:Hex27 => (:GLHEX27, :GLHEX64, :GLHEX125),
:NSolid => (:GLHEX27, :GLHEX64, :GLHEX125),
:Tri3 => (:GLTRI1, :GLTRI3, :GLTRI4, :GLTRI6, :GLTRI7, :GLTRI12),
:Tri6 => (:GLTRI3, :GLTRI4, :GLTRI6, :GLTRI7, :GLTRI12),
:Tri7 => (:GLTRI3, :GLTRI4, :GLTRI6, :GLTRI7, :GLTRI12),
:Tet4 => (:GLTET1, :GLTET4, :GLTET5, :GLTET15),
:Tet10 => (:GLTET4, :GLTET5, :GLTET15),
:Pyr5 => (:GLPYR5,),
:Wedge6 => (:GLWED6, :GLWED21),
:Wedge15 => (:GLWED21,))
for (E, R) in integration_rule_mapping
for i in 1:length(R)
P = Val{R[i]}
order = Val{i - 1}
local code # Explicitly declare as local to avoid warning
if isequal(i, 1)
code = quote
function get_integration_points(element::$E)
return FEMQuad.get_quadrature_points($P)
end
end
else
code = quote
function get_integration_points(element::$E, ::Type{$order})
return FEMQuad.get_quadrature_points($P)
end
end
end
eval(code)
end
end
# All good codes needs a special case. Here we have it: Poi1
function get_integration_points(::Poi1)
[(1.0, (0.0,))]
end
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@@ -0,0 +1,22 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE
"""
Compatibility shim for vendor packages that expect FEMBase types.
Since we've consolidated FEMBase into JuliaFEM, we need to provide
the FEMBase module namespace for backward compatibility with code
that uses FEMBase.function_name().
This creates a minimal FEMBase module with function forwarding.
Type aliases are added after all types are defined.
"""
module FEMBase
# Note: We can only create function aliases here, not type aliases,
# because not all types have been defined yet when this module is included.
# Forward declarations for functions that exist at this point
# We'll add more after types are defined
end # module FEMBase
+376
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@@ -0,0 +1,376 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
"""
AbstractField
Abstract supertype for all fields in JuliaFEM.
"""
abstract type AbstractField end
function length(f::F) where F<:AbstractField
return length(f.data)
end
function size(f::F) where F<:AbstractField
return size(f.data)
end
function ==(x::F, y) where F<:AbstractField
return ==(x.data, y)
end
function ==(x, y::F) where F<:AbstractField
return ==(x, y.data)
end
function ==(x::F, y::F) where F<:AbstractField
return ==(x.data, y.data)
end
function getindex(f::F, i::Int) where F<:AbstractField
return getindex(f.data, i)
end
function interpolate_field(field::AbstractField, ::Any)
return field.data
end
function update_field!(field::AbstractField, data)
field.data = data
end
"""
DCTI{T} <: AbstractField
Discrete, constant, time-invariant field.
This field is constant in both spatial direction and time direction,
i.e. df/dX = 0 and df/dt = 0.
# Example
```jldoctest
julia> DCTI(1)
FEMBase.DCTI{Int64}(1)
```
"""
mutable struct DCTI{T} <: AbstractField
data :: T
end
function getindex(field::DCTI, ::Int)
return field.data
end
"""
DVTI{N,T} <: AbstractField
Discrete, variable, time-invariant field.
This is constant in time direction, but not in spatial direction, i.e. df/dt = 0
but df/dX != 0. The basic structure of data is `Tuple`, and it is implicitly
assumed that length of field matches to the number of shape functions, so that
interpolation in spatial direction works.
# Example
```jldoctest
julia> DVTI(1, 2, 3)
FEMBase.DVTI{3,Int64}((1, 2, 3))
```
"""
mutable struct DVTI{N,T} <: AbstractField
data :: NTuple{N,T}
end
function DVTI(data...)
return DVTI(data)
end
"""
DCTV{T} <: AbstractField
Discrete, constant, time variant field. This type of field can change in time
direction but not in spatial direction.
# Example
Field having value 5 at time 0.0 and value 10 at time 1.0:
```jldoctest
julia> DCTV(0.0 => 5, 1.0 => 10)
FEMBase.DCTV{Int64}(Pair{Float64,Int64}[0.0=>5, 1.0=>10])
```
"""
mutable struct DCTV{T} <: AbstractField
data :: Vector{Pair{Float64,T}}
end
function DCTV(data::Pair{Float64,T}...) where T
return DCTV(collect(data))
end
function update_field!(f::DCTV, data::Pair{Float64, T}) where T
if isapprox(last(f.data).first, data.first)
f.data[end] = data
else
push!(f.data, data)
end
end
function interpolate_field(field::DCTV, time)
time < first(field.data).first && return first(field.data).second
time > last(field.data).first && return last(field.data).second
for i=reverse(1:length(field))
isapprox(field.data[i].first, time) && return field.data[i].second
end
for i=length(field.data):-1:2
t0 = field.data[i-1].first
t1 = field.data[i].first
if t0 < time < t1
y0 = field.data[i-1].second
y1 = field.data[i].second
dy = y1-y0
dt = t1-t0
return y0 + (time-t0)*dy/dt
end
end
end
"""
DVTV{N,T} <: AbstractField
Discrete, variable, time variant field. The most general discrete field can
change in both temporal and spatial direction.
# Example
```jldoctest
julia> DVTV(0.0 => (1, 2), 1.0 => (2, 3))
FEMBase.DVTV{2,Int64}(Pair{Float64,Tuple{Int64,Int64}}[0.0=>(1, 2), 1.0=>(2, 3)])
```
"""
mutable struct DVTV{N,T} <: AbstractField
data :: Vector{Pair{Float64,NTuple{N,T}}}
end
function DVTV(data::Pair{Float64,NTuple{N,T}}...) where {N,T}
return DVTV(collect(data))
end
function update_field!(f::DVTV, data::Pair{Float64, NTuple{N,T}}) where {N,T}
if isapprox(last(f.data).first, data.first)
f.data[end] = data
else
push!(f.data, data)
end
end
function interpolate_field(field::DVTV{N,T}, time) where {N,T}
time < first(field.data).first && return first(field.data).second
time > last(field.data).first && return last(field.data).second
for i=reverse(1:length(field))
isapprox(field.data[i].first, time) && return field.data[i].second
end
for i=length(field.data):-1:2
t0 = field.data[i-1].first
t1 = field.data[i].first
if t0 < time < t1
y0 = field.data[i-1].second
y1 = field.data[i].second
dt = t1-t0
return map((a,b) -> a + (time-t0)*(b-a)/dt, y0, y1)
end
end
end
"""
CVTV <: AbstractField
Continuous, variable, time variant field.
# Example
```jldoctest
julia> f = CVTV((xi,t) -> xi*t)
FEMBase.CVTV(#1)
```
"""
mutable struct CVTV <: AbstractField
data :: Function
end
function (f::CVTV)(xi, time)
return f.data(xi, time)
end
"""
DVTId(X::Dict)
Discrete, variable, time invariant dictionary field.
"""
mutable struct DVTId{T} <: AbstractField
data :: Dict{Int, T}
end
function update_field!(field::DVTId{T}, data::Dict{Int, T}) where T
merge!(field.data, data)
end
"""
DVTVd(time => data::Dict)
Discrete, variable, time variant dictionary field.
"""
mutable struct DVTVd{T} <: AbstractField
data :: Vector{Pair{Float64,Dict{Int,T}}}
end
function DVTVd(data::Pair{Float64,Dict{Int,T}}...) where T
return DVTVd(collect(data))
end
function interpolate_field(field::DVTVd{T}, time) where T
time >= last(field.data).first && return last(field.data).second
time <= first(field.data).first && return first(field.data).second
for i=reverse(1:length(field))
isapprox(field.data[i].first, time) && return field.data[i].second
end
for i=length(field.data):-1:2
t0 = field.data[i-1].first
t1 = field.data[i].first
if t0 < time < t1
y0 = field.data[i-1].second
y1 = field.data[i].second
f = (time-t0)/(t1-t0)
new_data = empty(y0)
for i in keys(y0)
new_data[i] = f*y0[i] + (1-f)*y1[i]
end
return new_data
end
end
end
function update_field!(f::DVTVd, data::Pair{Float64,Dict{Int,T}}) where T
if isapprox(last(f.data).first, data.first)
f.data[end] = data
else
push!(f.data, data)
end
end
function new_field(data)
return DCTI(data)
end
function new_field(data...)
return DVTI(data)
end
function new_field(data::NTuple{N,T}) where {N,T}
return DVTI(data)
end
function new_field(data::Pair{Float64,T}...) where T
return DCTV(collect(data))
end
function new_field(data::Pair{Float64,NTuple{N,T}}...) where {N,T}
return DVTV(collect(data))
end
function new_field(data::Function)
return CVTV(data)
end
function new_field(data::Pair{Int, T}...) where T
return DVTId(Dict(data))
end
function new_field(data::Pair{Float64, NTuple{N, Pair{Int, T}}}...) where {N,T}
return DVTVd(collect(t => Dict(d) for (t, d) in data))
end
function new_field(data::Dict{Int,T}) where T
return DVTId(data)
end
function new_field(data::Pair{Float64, Dict{Int, T}}...) where T
return DVTVd(collect(data))
end
"""
field(x)
Create new field. Field type is deduced from data type.
"""
function field(data...)
return new_field(data...)
end
"""
interpolate(field, time)
Interpolate field in time direction.
# Examples
For time invariant fields [`DCTI`](@ref), [`DVTI`](@ref), [`DVTId`](@ref)
solution is trivially the data inside field as fields does not depend from
the time:
```jldoctest
julia> a = field(1.0)
FEMBase.DCTI{Float64}(1.0)
julia> interpolate(a, 0.0)
1.0
```
```jldoctest
julia> a = field((1.0, 2.0))
FEMBase.DVTI{2,Float64}((1.0, 2.0))
julia> interpolate(a, 0.0)
(1.0, 2.0)
```
```jldoctest
julia> a = field(1=>1.0, 2=>2.0)
FEMBase.DVTId{Float64}(Dict(2=>2.0,1=>1.0))
julia> interpolate(a, 0.0)
Dict{Int64,Float64} with 2 entries:
2 => 2.0
1 => 1.0
```
DVTId trivial solution is returned. For time variant fields DCTV, DVTV, DVTVd
linear interpolation is performed.
# Other notes
First algorithm checks that is time out of range, i.e. time is smaller than
time of first frame or larger than last frame. If that is the case, return
first or last frame. Secondly algorithm finds is given time exact match to
time of some frame and return that frame. At last, we find correct bin so
that t0 < time < t1 and use linear interpolation.
"""
function interpolate(field::AbstractField, time)
return interpolate_field(field, time)
end
"""
interpolate(a, b)
A helper function for interpolate routines. Given iterables `a` and `b`,
calculate c = aᵢbᵢ. Length of `a` can be less than `b`, but not vice versa.
"""
function interpolate(a, b)
@assert length(a) <= length(b)
return sum(a[i]*b[i] for i=1:length(a))
end
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@@ -122,7 +122,7 @@ end
Add an element into the mesh. ´elid´ is the element id, ´eltype´ is the type of
the element and ´connectivity´ is the connectivity of the element.
"""
function FEMBase.add_element!(mesh::Mesh, elid, eltype, connectivity)
function add_element!(mesh::Mesh, elid, eltype, connectivity)
mesh.elements[elid] = connectivity
mesh.element_types[elid] = eltype
return nothing
@@ -133,7 +133,7 @@ end
Add elements into the mesh.
"""
function FEMBase.add_elements!(mesh::Mesh, elements::Dict{Int, Tuple{Symbol, Vector{Int}}})
function add_elements!(mesh::Mesh, elements::Dict{Int, Tuple{Symbol, Vector{Int}}})
for (elid, (eltype, elcon)) in elements
add_element!(mesh, elid, eltype, elcon)
end
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@@ -572,7 +572,7 @@ function has_converged(solver::Solver{Nonlinear})
end
""" Default solver for quasistatic nonlinear problems. """
function FEMBase.run!(solver::Solver{Nonlinear})
function run!(solver::Solver{Nonlinear})
time = solver.properties.time
problems = get_problems(solver)
@@ -638,7 +638,7 @@ function Linear()
return Linear(0.0)
end
function FEMBase.run!(analysis::Analysis{Linear})
function run!(analysis::Analysis{Linear})
time = analysis.properties.time
@info("Running linear quasistatic analysis `$(analysis.name)` at time $time.")
problems = get_problems(analysis)
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@@ -0,0 +1,53 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
mutable struct LinearSystem{Tv, Ti<:Integer}
M :: SparseMatrixCSC{Tv, Ti}
K :: SparseMatrixCSC{Tv, Ti}
Kg :: SparseMatrixCSC{Tv, Ti}
C1 :: SparseMatrixCSC{Tv, Ti}
C2 :: SparseMatrixCSC{Tv, Ti}
D :: SparseMatrixCSC{Tv, Ti}
f :: SparseVector{Tv, Ti}
fg :: SparseVector{Tv, Ti}
g :: SparseVector{Tv, Ti}
u :: SparseVector{Tv, Ti}
la :: SparseVector{Tv, Ti}
dim :: Int
end
function LinearSystem(dim::Int)
return LinearSystem(spzeros(dim, dim), spzeros(dim, dim),
spzeros(dim, dim), spzeros(dim, dim),
spzeros(dim, dim), spzeros(dim, dim),
spzeros(dim), spzeros(dim), spzeros(dim),
spzeros(dim), spzeros(dim), dim)
end
abstract type AbstractLinearSystemSolver end
function solve!(::LinearSystem, ::Solver) where Solver<:AbstractLinearSystemSolver
@info("This is a placeholder function for solving linear systems. To solve " *
"linear systems, you must define a function " *
"solve!(system::LinearSystem, solver::$Solver)")
end
function can_solve(::LinearSystem, ::Solver) where Solver<:AbstractLinearSystemSolver
return (true, "OK")
end
function solve!(ls::LinearSystem, solvers::Vector{S}) where S<:AbstractLinearSystemSolver
for solver in solvers
Solver = typeof(solver)
cansolve, msg = can_solve(ls, solver)
if !cansolve
@info("Solver $Solver cannot solve linear system: $msg")
continue
end
timeit("solve linear system using solver $Solver") do
solve!(ls, solver)
end
return
end
error("Failed to solve linear system.")
end
+11 -3
View File
@@ -29,6 +29,9 @@ end
A helper function to calculate P = D^-1*M
"""
# TEMPORARILY DISABLED: Vendor package Mortar2D expects old FEMBase.AbstractProblem
# TODO: Re-enable after vendor packages are consolidated or updated
#=
function calc_projection(problem::T) where
{T<:Union{Problem{Mortar}, Problem{Mortar2D}}}
@@ -53,8 +56,9 @@ function calc_projection(problem::T) where
return s, m, P
end
=#
function FEMBase.eliminate_boundary_conditions!(problem::P, K, M, f) where {P}
function eliminate_boundary_conditions!(problem::P, K, M, f) where {P}
isempty(problem.assembly.C2) && return nothing
C1 = sparse(problem.assembly.C1)
C2 = sparse(problem.assembly.C2)
@@ -76,7 +80,10 @@ end
Eliminate Mortar boundary condition from matrices K, M and force vector f.
"""
function FEMBase.eliminate_boundary_conditions!(problem::T, K, M, f) where
# TEMPORARILY DISABLED: Vendor package Mortar2D expects old FEMBase.AbstractProblem
# TODO: Re-enable after vendor packages are consolidated or updated
#=
function eliminate_boundary_conditions!(problem::T, K, M, f) where
{T <: Union{Problem{Mortar}, Problem{Mortar2D}}}
@info("Eliminating mesh tie constraint $(problem.name) using static condensation")
s, m, P = calc_projection(problem)
@@ -89,8 +96,9 @@ function FEMBase.eliminate_boundary_conditions!(problem::T, K, M, f) where
M[:,:] .= Q'*M*Q
return nothing
end
=#
function FEMBase.run!(solver::Solver{Modal})
function run!(solver::Solver{Modal})
time = solver.properties.time
problems = get_problems(solver)
properties = solver.properties
+202
View File
@@ -0,0 +1,202 @@
# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/FEMBase.jl/blob/master/LICENSE
using SparseArrays
import SparseArrays: sparse, sparsevec
mutable struct SparseMatrixCOO{T<:Real}
I :: Vector{Int}
J :: Vector{Int}
V :: Vector{T}
end
const SparseVectorCOO = SparseMatrixCOO
function SparseMatrixCOO()
return SparseMatrixCOO{Float64}([], [], [])
end
function SparseVectorCOO(I::Vector, V::Vector)
return SparseVectorCOO(I, fill!(similar(I), 1), V)
end
function convert(::Type{SparseMatrixCOO}, A::SparseMatrixCSC)
return SparseMatrixCOO(findnz(A)...)
end
function convert(::Type{SparseVectorCOO}, A::SparseVector)
return SparseVectorCOO(findnz(A)...)
end
function convert(::Type{SparseMatrixCOO}, A::Matrix)
idx = findall(!iszero, A)
I = getindex.(idx, 1)
J = getindex.(idx, 2)
V = [A[i] for i in idx]
return SparseMatrixCOO(I, J, V)
end
function convert(::Type{SparseMatrixCOO}, b::Vector)
I = findall(!iszero, b)
J = fill(1, size(I))
V = b[I]
return SparseMatrixCOO(I, J, V)
end
SparseArrays.sparse(A::SparseMatrixCOO) = sparse(A.I, A.J, A.V)
SparseArrays.sparse(A::SparseMatrixCOO, n::Int, m::Int) = sparse(A.I, A.J, A.V, n, m)
SparseArrays.sparse(A::SparseMatrixCOO, n::Int, m::Int, f::Function) = sparse(A.I, A.J, A.V, n, m, f)
Base.Matrix(A::SparseMatrixCOO) = Matrix(sparse(A))
Base.Matrix(A::SparseMatrixCOO, n::Int, m::Int) = Matrix(sparse(A, n, m))
SparseArrays.sparsevec(b::SparseVectorCOO) = sparsevec(b.I, b.V)
SparseArrays.sparsevec(b::SparseVectorCOO, n::Int) = sparsevec(b.I, b.V, n)
Base.Vector(b::SparseVectorCOO) = Vector(sparsevec(b))
Base.Vector(b::SparseVectorCOO, n::Int) = Vector(sparsevec(b, n))
function add!(A::SparseMatrixCOO, I::Int, J::Int, V::Float64)
push!(A.I, I)
push!(A.J, J)
push!(A.V, V)
return nothing
end
function add!(A::SparseMatrixCOO, I::Int, V::Float64)
push!(A.I, I)
push!(A.J, 1)
push!(A.V, V)
return nothing
end
function empty!(A::SparseMatrixCOO)
empty!(A.I)
empty!(A.J)
empty!(A.V)
return nothing
end
function append!(A::SparseMatrixCOO, B::SparseMatrixCOO)
append!(A.I, B.I)
append!(A.J, B.J)
append!(A.V, B.V)
return nothing
end
function isempty(A::SparseMatrixCOO)
return isempty(A.I) && isempty(A.J) && isempty(A.V)
end
"""
add!(K, dofs1, dofs2, ke)
Add local element matrix `ke` to sparse matrix `K` for indices defined by `dofs1`
and `dofs2`. This basically does `A[dofs1, dofs2] = A[dofs1, dofs2] + data`.
# Examples
```julia
S = [3, 4]
M = [6, 7, 8]
ke = [5 6 7; 8 9 10]
K = SparseMatrixCOO()
add!(K, S, M, ke)
Matrix(A)
# output
4x8 Array{Float64,2}:
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 5.0 6.0 7.0
0.0 0.0 0.0 0.0 0.0 8.0 9.0 10.0
```
"""
function add!(A::SparseMatrixCOO, dofs1::AbstractVector{Int}, dofs2::AbstractVector{Int}, data)
n, m = length(dofs1), length(dofs2)
@assert length(data) == n*m
k = 1
for j=1:m
for i=1:n
add!(A, dofs1[i], dofs2[j], data[k])
k += 1
end
end
return nothing
end
""" Add sparse matrix of CSC to COO. """
function add!(A::SparseMatrixCOO, B::SparseMatrixCSC)
i, j, v = findnz(B)
C = SparseMatrixCOO(i, j, v)
append!(A, C)
end
""" Add new data to COO Sparse vector. """
function add!(A::SparseMatrixCOO, dofs::Vector{Int}, data::Array{Float64}, dim::Int=1)
if length(dofs) != length(data)
@error("Dimension mismatch when adding data to sparse vector!", dofs, data)
error("Simulation stopped.")
end
append!(A.I, dofs)
append!(A.J, dim*ones(Int, length(dofs)))
append!(A.V, vec(data))
end
""" Add SparseVector to SparseVectorCOO. """
function add!(a::SparseVectorCOO, b::SparseVector)
i, v = findnz(b)
c = SparseVectorCOO(i, v)
append!(a, c)
return
end
"""
get_nonzero_rows(A)
Returns indices of all nonzero rows from a sparse matrix `A`.
"""
function get_nonzero_rows(A)
return sort(unique(A.rowval))
end
"""
get_nonzero_columns(A)
Returns indices of all nonzero columns from a sparse matrix `A`.
"""
function get_nonzero_columns(A)
return get_nonzero_rows(copy(transpose(A)))
end
function size(A::SparseMatrixCOO)
isempty(A) && return (0, 0)
return maximum(A.I), maximum(A.J)
end
function size(A::SparseMatrixCOO, idx::Int)
return size(A)[idx]
end
""" Resize sparse matrix A to (higher) dimension n x m. """
function resize_sparse(A, n, m)
idx = findall(!iszero, A)
I = getindex.(idx, 1)
J = getindex.(idx, 2)
V = [A[i] for i in idx]
return sparse(I, J, V, n, m)
end
""" Resize sparse vector b to (higher) dimension n. """
function resize_sparsevec(b, n)
return sparsevec(b.nzind, b.nzval, n)
end
""" Approximative comparison of two matrices A and B. """
function isapprox(A::SparseMatrixCOO, B::SparseMatrixCOO)
A2 = sparse(A)
B2 = sparse(B, size(A2)...)
return isapprox(A2, B2)
end
isapprox(A::SparseMatrixCOO, B) = isapprox(Matrix(A), B)
isapprox(A, B::SparseMatrixCOO) = isapprox(A, Matrix(B))