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JuliaFEM.jl/test/test_elasticity_2d_linear_with_surface_load.jl
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# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE.md
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using JuliaFEM
using JuliaFEM.Preprocess
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using JuliaFEM.Postprocess
using JuliaFEM.Testing
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#=
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- solve 2d plane stress problem with known solution:
surface traction force in 2d
volume load in 2d
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=#
@testset "test 2d linear elasticity with surface + volume load" begin
meshfile = "/geometry/2d_block/BLOCK_1elem.med"
mesh = aster_read_mesh(Pkg.dir("JuliaFEM")*meshfile)
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# field problem
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block = Problem(Elasticity, "BLOCK", 2)
block.properties.formulation = :plane_stress
block.properties.finite_strain = false
block.properties.geometric_stiffness = false
block.elements = create_elements(mesh, "BLOCK")
update!(block.elements, "youngs modulus", 288.0)
update!(block.elements, "poissons ratio", 1/3)
update!(block.elements, "displacement load 2", 576.0)
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# traction
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traction = Problem(Elasticity, "TRACTION", 2)
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traction.properties.formulation = :plane_stress
traction.properties.finite_strain = false
traction.properties.geometric_stiffness = false
traction.elements = create_elements(mesh, "TOP")
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update!(traction, "displacement traction force 2", 288.0)
# boundary conditions
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bc_sym_23 = Problem(Dirichlet, "symmetry bc 23", 2, "displacement")
bc_sym_23.elements = create_elements(mesh, "LEFT")
update!(bc_sym_23, "displacement 1", 0.0)
bc_sym_13 = Problem(Dirichlet, "symmetry bc 13", 2, "displacement")
bc_sym_13.elements = create_elements(mesh, "BOTTOM")
update!(bc_sym_13, "displacement 2", 0.0)
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solver = Solver(Linear, block, traction, bc_sym_23, bc_sym_13)
solver()
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info("u = ", block.assembly.u)
info("λ = ", block.assembly.la)
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f = 288.0
g = 576.0
E = 288.0
nu = 1/3
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u3 = block("displacement", 0.0)[3]
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u3_expected = f/E*[-nu, 1] + g/(2*E)*[-nu, 1]
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@test isapprox(u3, u3_expected)
end
print_statistics()