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https://github.com/JuliaFEM/JuliaFEM.jl.git
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Use package AbaqusReader.jl (#127)
Source code related to read and parse ABAQUS .inp files is now living in it's own repository `AbaqusReader.jl` and in this commit we cleanup the same files from this repository. - add AbaqusReader to .travis.yml because it's not registered package yet - initialize Mesh from AbaqusReader.jl dict - remove ABAQUS tests and files moved to AbaqusReader.jl - remove references to old module Abaqus - move ABAQUS code to preprocess.jl (what is left) - close issue #122 - close issue #55
This commit is contained in:
Jukka Aho
@@ -1,95 +0,0 @@
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# 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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using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Abaqus
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using JuliaFEM.Testing
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using DataFrames
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# to turn on automatic file download, set
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# ENV["ABAQUS_DOWNLOAD_URL"] = "http://<domain>:2080/v2016/books/eif"
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# if don't want to download all stuff to current directory, set also
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# ENV["ABAQUS_DOWNLOAD_DIR"] = "/tmp"
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""" Run test, return true if simulation is succesfull, i.e. no errors raise
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during parsing .inp file or execution of model. This doesn't mean that results
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are meaningful; they must be checked in separately. Running model only verifies
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that no catastrophic failures happen during file parsing. """
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function abaqus_run_test(name)
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return_code = abaqus_run_model(name; fetch=true, verbose=true)
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return_code == 0 && return true
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return false
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end
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@testset "JuliaFEM-ABAQUS interface" begin
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@testset "1 Element Verification" begin
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@testset "1.2 Eigenvalue tests" begin
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@testset "1.2.1 Eigenvalue extraction for single unconstrained elements" begin
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@testset "Acoustic elements" begin
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@testset "AC1D2 elements." begin
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# abaqus_run_test("ec12afe1") || return
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end
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end
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@testset "Three-dimensional continuum elements" begin
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@testset "C3D10 elements." begin
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# abaqus_run_test("ec3asfe1") || return
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end
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end
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end
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end
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@testset "1.3 Simple load tests" begin
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@testset "1.3.1 Membrane loading of plane stress, plane strain, membrane, and shell elements" begin
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@testset "CPS4 elements." begin
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# abaqus_run_test("ecs4sfs1") || return
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end
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end
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@testset "1.3.3 Three-dimensional solid elements" begin
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@testset "C3D8 elements." begin
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abaqus_run_test("ec38sfs2") || return
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#res = abaqus_open_results("ec38sfs2")
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node_output1 = wsv"""
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NODE U1 U2 U3 COOR1 COOR2 COOR3
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1 -2.0000E-33 -2.0000E-33 -2.0000E-33 0.000 0.000 0.000
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2 -2.6667E-05 -1.0000E-33 -1.7333E-04 2.000 0.000 0.000
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3 -2.0000E-04 -2.6667E-05 -1.7333E-04 2.000 2.000 0.000
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4 -1.7333E-04 -2.6667E-05 -1.0000E-33 0.000 2.000 0.000
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5 -3.6777E-48 -8.6667E-05 -1.3333E-05 0.000 0.000 1.000
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6 -2.6667E-05 -8.6667E-05 -1.8667E-04 2.000 0.000 1.000
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7 -2.0000E-04 -1.1333E-04 -1.8667E-04 2.000 2.000 1.000
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8 -1.7333E-04 -1.1333E-04 -1.3333E-05 0.000 2.000 1.000
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"""
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node_output_2 = wsv"""
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NODE RF1 RF2 RF3 CF1 CF2 CF3
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1 1500.000 1500.000 1000.000 0.000 0.000 0.000
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2 0.000 500.000 0.000 1500.000 0.000 0.000
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3 0.000 0.000 0.000 500.000 500.000 -1000.000
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4 0.000 0.000 0.000 500.000 1500.000 0.000
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5 -500.000 0.000 0.000 0.000 -500.000 1000.000
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6 0.000 0.000 0.000 -500.000 -1500.000 0.000
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7 0.000 0.000 0.000 -1500.000 -1500.000 -1000.000
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8 0.000 0.000 0.000 -1500.000 -500.000 0.000
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"""
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#= to check also results:
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side, opts = read_result(xdmf, "SECTION/side")
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@test isapprox(side["SOFM"], 3464.0)
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@test isapprox(side["SOF1"], 2000.0)
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@test isapprox(side["SOF2"], 2000.0)
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@test isapprox(side["SOF3"], 2000.0)
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@test isapprox(side["SOMM"], 2828.0)
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@test isapprox(side["SOM1"], 0.0)
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@test isapprox(side["SOM2"], 2000.0)
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@test isapprox(side["SOM3"], -2000.0)
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@test isapprox(side["SOAREA"], 2.000)
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@test isapprox(side["SOCF1"], 2/3)
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@test isapprox(side["SOCF2"], 2/3)
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@test isapprox(side["SOCF3"], 1/6)
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=#
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end
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end
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end
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end
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end
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@@ -1,110 +0,0 @@
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# 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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using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Abaqus
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using JuliaFEM.Testing
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using JuliaFEM.Preprocess: element_has_nodes, element_has_type
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@testset "read inp file" begin
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model = open(parse_abaqus, joinpath(Pkg.dir("JuliaFEM"),"geometry","3d_beam","palkki.inp"))
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@test length(model["nodes"]) == 298
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@test length(model["elements"]) == 120
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@test length(model["elsets"]["Body1"]) == 120
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@test length(model["nsets"]["SUPPORT"]) == 9
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@test length(model["nsets"]["LOAD"]) == 9
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@test length(model["nsets"]["TOP"]) == 83
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end
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@testset "test read element section" begin
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data = """*ELEMENT, TYPE=C3D10, ELSET=BEAM
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1, 243, 240, 191, 117, 245, 242, 244,
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1, 2, 196
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2, 204, 199, 175, 130, 207, 208, 209,
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3, 4, 176
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"""
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data = split(data, "\n")
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model = Dict{AbstractString, Any}()
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model["nsets"] = Dict{AbstractString, Vector{Int}}()
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model["elsets"] = Dict{AbstractString, Vector{Int}}()
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model["elements"] = Dict{Integer, Any}()
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parse_section(model, data, :ELEMENT, 1, 5, Val{:ELEMENT})
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@test length(model["elements"]) == 2
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@test model["elements"][1]["connectivity"] == [243, 240, 191, 117, 245, 242, 244, 1, 2, 196]
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@test model["elements"][2]["connectivity"] == [204, 199, 175, 130, 207, 208, 209, 3, 4, 176]
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@test model["elsets"]["BEAM"] == [1, 2]
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end
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@testset "parse nodes from abaqus .inp file to Mesh" begin
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fn = joinpath(Pkg.dir("JuliaFEM"), "test", "testdata","cube_tet4.inp")
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mesh = abaqus_read_mesh(fn)
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info(mesh.surface_sets)
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@test length(mesh.nodes) == 10
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@test length(mesh.elements) == 17
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@test haskey(mesh.elements, 1)
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@test mesh.elements[1] == [8, 10, 1, 2]
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@test mesh.element_types[1] == :Tet4
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@test haskey(mesh.node_sets, :SYM12)
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@test haskey(mesh.element_sets, :CUBE)
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@test haskey(mesh.surface_sets, :LOAD)
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@test haskey(mesh.surface_sets, :ORDER)
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@test length(mesh.surface_sets[:LOAD]) == 2
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@test mesh.surface_sets[:LOAD][1] == (16, :S1)
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@test mesh.surface_types[:LOAD] == :ELEMENT
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@test length(Set(map(size, values(mesh.nodes)))) == 1
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elements = create_surface_elements(mesh,:LOAD)
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@test get_connectivity(elements[1]) == [8,10,9]
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end
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@testset "parse nodes from abaqus .inp file to Mesh (NX export)" begin
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fn = joinpath(Pkg.dir("JuliaFEM"), "test", "testdata","nx_export_problem.inp")
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mesh = abaqus_read_mesh(fn)
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@test length(mesh.nodes) == 3
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end
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@testset "parse abaqus .inp created using hypermesh" begin
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data = """
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**
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** ABAQUS Input Deck Generated by HyperMesh Version : 14.0.120.28
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** Generated using HyperMesh-Abaqus Template Version : 14.0.120
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**
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** Template: ABAQUS/STANDARD 3D
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**
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*NODE , Nset = nset_csys0
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1, 2.649428 , -21.93735 , 217.2934
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2, 27.54531 , 1.108443 , 228.8077
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"""
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fn = tempname() * ".inp"
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open(fn, "w") do fid write(fid, data) end
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mesh = abaqus_read_mesh(fn)
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@test length(mesh.nodes) == 2
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end
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@testset "Elemement types and nodes" begin
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@test element_has_nodes(Val{:C3D4}) == 4
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@test element_has_type(Val{:C3D4}) == :Tet4
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@test element_has_nodes(Val{:C3D8}) == 8
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@test element_has_type(Val{:C3D8}) == :Hex8
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@test element_has_nodes(Val{:C3D10}) == 10
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@test element_has_type(Val{:C3D10}) == :Tet10
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@test element_has_nodes(Val{:C3D20}) == 20
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@test element_has_nodes(Val{:C3D20E}) == 20
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@test element_has_nodes(Val{:S3}) == 3
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@test element_has_type(Val{:S3}) == :Tri3
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@test element_has_nodes(Val{:STRI65}) == 6
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@test element_has_type(Val{:STRI65}) == :Tri6
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@test element_has_nodes(Val{:CPS4}) == 4
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@test element_has_type(Val{:CPS4}) == :Quad4
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end
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@testset "GENERATE keyword" begin
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data = """
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*NSET, NSET=testgen, GENERATE
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7,13,2
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"""
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fn = tempname() * ".inp"
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open(fn, "w") do fid write(fid, data) end
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mesh = abaqus_read_mesh(fn)
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@test mesh.node_sets[:testgen] == Set([7,9,13,11])
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end
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@@ -5,7 +5,6 @@ using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Testing
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using JuliaFEM.Abaqus: create_surface_elements
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tet4_meshfile = "test_problems_contact_3d/tet4.inp"
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tet10_meshfile = "test_problems_contact_3d/tet10.inp"
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@@ -5,7 +5,6 @@ using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Testing
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using JuliaFEM.Abaqus: create_surface_elements
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### temperature patch tests, sl tet4, dl tet4, sl tet10, dl tet 10
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@@ -5,7 +5,6 @@ using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Testing
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using JuliaFEM.Abaqus: create_surface_elements
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@testset "forget to add elements to problem" begin
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X = Dict(
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@@ -1,48 +0,0 @@
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# 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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using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Abaqus
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using JuliaFEM.Testing
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@testset "parse abaqus inp file to AbaqusModel" begin
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fn = Pkg.dir("JuliaFEM") * "/test/testdata/cube_tet4.inp"
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model = abaqus_read_model(fn)
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@test length(model.properties) == 1
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section = first(model.properties)
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@test section.element_set == :CUBE
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@test section.material_name == :MAT
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@test haskey(model.materials, :MAT)
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material = model.materials[:MAT]
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@test isapprox(first(material.properties).E, 208.0e3)
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@test length(model.steps) == 1
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step = first(model.steps)
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@test length(step.boundary_conditions) == 2
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bc = step.boundary_conditions[1]
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@test bc.data[1] == [:SYM12, 3]
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@test bc.data[2] == [:SYM23, 1]
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@test bc.data[3] == [:SYM13, 2]
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load = step.boundary_conditions[2]
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@test load.data[1] == [:LOAD, :P, 1.00000]
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end
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#=
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@testset "given abaqus model solve field" begin
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fn = Pkg.dir("JuliaFEM") * "/test/testdata/cube_tet4.inp"
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model = abaqus_read_model(fn)
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problems = model()
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body = first(problems)
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info(body("displacement", 0.0))
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result = XDMF()
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xdmf_new_result!(result, body, 0.0)
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xdmf_save_field!(result, body, 0.0, "displacement"; field_type="Vector")
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xdmf_save!(result, "/tmp/cube_tet4.xmf")
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end
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=#
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@@ -5,7 +5,6 @@ using JuliaFEM
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using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
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using JuliaFEM.Testing
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using JuliaFEM.Abaqus: create_surface_elements
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datadir = first(splitext(basename(@__FILE__)))
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