mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
synced 2026-08-15 18:14:08 +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.
111 lines
3.6 KiB
Julia
111 lines
3.6 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, Test
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X = Dict(
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1 => [2.0, 3.0, 4.0],
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2 => [6.0, 3.0, 2.0],
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3 => [2.0, 5.0, 1.0],
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4 => [4.0, 3.0, 6.0])
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u = Dict(
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1 => [0.0, 0.0, 0.0],
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2 => [0.0, 0.0, 0.0],
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3 => [0.0, 0.0, 0.0],
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4 => [0.25, 0.25, 0.25])
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element1 = Element(Tet4, (1, 2, 3, 4))
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element2 = Element(Tri3, (1, 2, 3))
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update!((element1, element2), "geometry", X)
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update!((element1, element2), "displacement", 0.0 => u)
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update!(element1, "youngs modulus", 96.0)
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update!(element1, "poissons ratio", 1.0/3.0)
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update!(element1, "density", 420.0)
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update!(element2, "displacement 1", 0.0)
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update!(element2, "displacement 2", 0.0)
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update!(element2, "displacement 3", 0.0)
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problem1 = Problem(Elasticity, "test problem", 3)
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problem1.properties.finite_strain = false
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problem1.properties.geometric_stiffness = false
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problem2 = Problem(Dirichlet, "boundary condition", 3, "displacement")
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add_elements!(problem1, element1)
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add_elements!(problem2, element2)
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analysis = Analysis(Modal)
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analysis.properties.which = :LM
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add_problems!(analysis, problem1, problem2)
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# test eigenvalues for single tet4 element
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run!(analysis)
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@test isapprox(analysis.properties.eigvals, [4/3, 1/3])
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# test eigenvalues for single tet4 element, with geometric stiffness
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problem1.properties.geometric_stiffness = true
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analysis.properties.geometric_stiffness = true
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run!(analysis)
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@test isapprox(analysis.properties.eigvals, [5/3, 2/3])
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# test poisson problem modal analysis without tie
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X = Dict(
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1 => [0.0, 0.0],
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2 => [1.0, 0.0],
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3 => [1.0, 3.0],
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4 => [0.0, 3.0],
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5 => [0.0, 3.0],
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6 => [1.0, 3.0],
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7 => [1.0, 9.0],
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8 => [0.0, 9.0])
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element1 = Element(Quad4, (1, 2, 3, 4))
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element2 = Element(Quad4, (4, 3, 7, 8))
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element3 = Element(Seg2, (1, 2))
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element4 = Element(Seg2, (7, 8))
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update!((element1, element2, element3, element4), "geometry", X)
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update!((element1, element2), "density", 6.0)
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update!((element1, element2), "thermal conductivity", 36.0)
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update!((element3, element4), "temperature 1", 0.0)
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problem1 = Problem(PlaneHeat, "combined body", 1)
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problem2 = Problem(Dirichlet, "fixed ends", 1, "temperature")
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add_elements!(problem1, element1, element2)
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add_elements!(problem2, element3, element4)
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analysis = Analysis(Modal)
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add_problems!(analysis, problem1, problem2)
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run!(analysis)
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@test isapprox(first(analysis.properties.eigvals), 1.0)
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#=
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@testset "test poisson modal problem with mesh tie" begin
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X = Dict{Int64, Vector{Float64}}(
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1 => [0.0, 0.0],
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2 => [1.0, 0.0],
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3 => [1.0, 3.0],
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4 => [0.0, 3.0],
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5 => [0.0, 3.0],
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6 => [1.0, 3.0],
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7 => [1.0, 9.0],
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8 => [0.0, 9.0])
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el1 = Element(Quad4, [1, 2, 3, 4])
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el2 = Element(Quad4, [5, 6, 7, 8])
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el3 = Element(Seg2, [1, 2])
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el4 = Element(Seg2, [7, 8])
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el5 = Element(Seg2, [3, 4])
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el6 = Element(Seg2, [5, 6])
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update!([el1, el2, el3, el4, el5, el6], "geometry", X)
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update!([el1, el2], "density", 6.0)
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update!([el1, el2], "thermal conductivity", 36.0)
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update!([el3, el4], "temperature 1", 0.0)
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update!(el5, "master elements", [el6])
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p1 = Problem(PlaneHeat, "body 1", 1)
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add_elements!(p1, [el1])
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p2 = Problem(PlaneHeat, "body 2", 1)
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add_elements!(p2, [el2])
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p3 = Problem(Dirichlet, "fixed ends", 1, "temperature")
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add_elements!(p3, [el3, el4])
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p4 = Problem(Mortar2D, "interface between bodies", 1, "temperature")
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add_slave_elements!(p4, [el5])
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add_master_elements!(p4, [el6])
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solver = Solver(Modal)
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push!(solver, p1, p2, p3, p4)
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solver()
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@test isapprox(solver.properties.eigvals[1], 1.0)
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end
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=#
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