mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
synced 2026-09-07 03:36:23 +00:00
Jukka Aho
ca7e2904cf
* Fix deprecation warnings from tests * Refactor tests so that ´@testset` is usually called in master file `runtests.jl`, not inside test file. Later on we can convert tests to examples. * Syntax of tests now follow more closely syntax used currently in JuliaFEM. We have had earlier studies with different kind of syntaxes, now we have kind of explicit way to do things.
96 lines
3.2 KiB
Julia
96 lines
3.2 KiB
Julia
# This file is a part of JuliaFEM.
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# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE.md
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using JuliaFEM
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using Test
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function get_test_model()
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X = Dict{Int, Vector{Float64}}(
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1 => [0.0, 0.0], 2 => [2.0, 0.0],
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3 => [0.0, 1.0], 4 => [2.0, 1.0],
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5 => [0.0, 1.0], 6 => [1.3, 1.0],
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7 => [0.0, 2.0], 8 => [1.3, 2.0],
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9 => [1.3, 1.0], 10 => [2.0, 1.0],
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11 => [1.3, 2.0], 12 => [2.0, 2.0])
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T = Dict{Int, Vector{Float64}}(
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7 => [0.0, 288.0], 8 => [0.0, 288.0],
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11 => [0.0, 288.0], 12 => [0.0, 288.0])
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# volume elements, three bodies
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e1 = Element(Quad4, [1, 2, 4, 3])
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e2 = Element(Quad4, [5, 6, 8, 7])
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e3 = Element(Quad4, [9, 10, 12, 11])
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update!([e1, e2, e3], "geometry", X)
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update!([e1, e2, e3], "youngs modulus", 288.0)
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update!([e1, e2, e3], "poissons ratio", 1/3)
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b1 = Element(Seg2, [7, 8])
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b2 = Element(Seg2, [11, 12])
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update!([b1, b2], "geometry", X)
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update!([b1, b2], "displacement traction force", T)
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body1 = Problem(Elasticity, "body 1", 2)
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body1.properties.formulation = :plane_stress
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push!(body1, e1)
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body2 = Problem(Elasticity, "body 2", 2)
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body2.properties.formulation = :plane_stress
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push!(body2, e2, b1)
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body3 = Problem(Elasticity, "body 3", 2)
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body3.properties.formulation = :plane_stress
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push!(body3, e3, b2)
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# boundary elements for dirichlet dx=0
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dx1 = Element(Seg2, [1, 3])
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dx2 = Element(Seg2, [5, 7])
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update!([dx1, dx2], "geometry", X)
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update!([dx1, dx2], "displacement 1", 0.0)
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bc1 = Problem(Dirichlet, "dx=0", 2, "displacement")
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push!(bc1, dx1, dx2)
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# boundary elements for dirichlet dy=0
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dy1 = Element(Seg2, [1, 2])
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update!(dy1, "geometry", X)
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update!(dy1, "displacement 2", 0.0)
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bc2 = Problem(Dirichlet, "dy=0", 2, "displacement")
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push!(bc2, dy1)
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# mortar boundary between body 1 and body 2
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mel1 = Element(Seg2, [3, 4])
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sel1 = Element(Seg2, [5, 6])
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update!([mel1, sel1], "geometry", X)
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update!(sel1, "master elements", [mel1])
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bc3 = Problem(Mortar, "interface between body 1 and 2", 2, "displacement")
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push!(bc3, mel1, sel1)
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# mortar boundary between body 1 and body 3
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sel2 = Element(Seg2, [9, 10])
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update!(sel2, "geometry", X)
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update!(sel2, "master elements", [mel1])
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bc4 = Problem(Mortar, "interface between body 1 and 3", 2, "displacement")
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push!(bc4, mel1, sel2)
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# mortar boundary between body 2 and body 3
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sel3 = Element(Seg2, [6, 8])
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mel2 = Element(Seg2, [9, 11])
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update!([sel3, mel2], "geometry", X)
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update!(sel3, "master elements", [mel2])
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bc5 = Problem(Mortar, "interface between body 2 and 3", 2, "displacement")
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push!(bc5, sel3, mel2)
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return body1, body2, body3, bc1, bc2, bc3, bc4, bc5
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end
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#= TODO: Fix test
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@testset "test 2d mortar problem with three bodies and shared nodes" begin
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body1, body2, body3, bc1, bc2, bc3, bc4, bc5 = get_test_model()
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solver = Solver(Linear)
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push!(solver, body1, body2, body3, bc1, bc2, bc3, bc4, bc5)
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solver()
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X = e3("geometry", [1.0, 1.0], 0.0)
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u = e3("displacement", [1.0, 1.0], 0.0)
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@info("displacement at $X: $u")
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u_expected = [-1/3, 1.0]
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@test isapprox(u, u_expected)
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end
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=#
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