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JuliaFEM.jl/test/test_mortar_2d_contact.jl
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2016-06-25 04:12:53 +03:00

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Julia

# This file is a part of JuliaFEM.
# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE.md
using JuliaFEM
using JuliaFEM.Preprocess
using JuliaFEM.Test
function JuliaFEM.get_mesh(::Type{Val{Symbol("two elements 1.0x0.5 with 0.1 gap in y direction")}})
mesh = Mesh()
add_node!(mesh, 1, [0.0, 0.0])
add_node!(mesh, 2, [1.0, 0.0])
add_node!(mesh, 3, [1.0, 0.5])
add_node!(mesh, 4, [0.0, 0.5])
add_node!(mesh, 5, [0.0, 0.6])
add_node!(mesh, 6, [1.0, 0.6])
add_node!(mesh, 7, [1.0, 1.1])
add_node!(mesh, 8, [0.0, 1.1])
add_element!(mesh, 1, :Quad4, [1, 2, 3, 4])
add_element!(mesh, 2, :Quad4, [5, 6, 7, 8])
add_element!(mesh, 3, :Seg2, [1, 2])
add_element!(mesh, 4, :Seg2, [7, 8])
add_element!(mesh, 5, :Seg2, [4, 3])
add_element!(mesh, 6, :Seg2, [6, 5])
add_element_to_element_set!(mesh, "LOWER", 1)
add_element_to_element_set!(mesh, "UPPER", 2)
add_element_to_element_set!(mesh, "LOWER_BOTTOM", 3)
add_element_to_element_set!(mesh, "UPPER_TOP", 4)
add_element_to_element_set!(mesh, "LOWER_TOP", 5)
add_element_to_element_set!(mesh, "UPPER_BOTTOM", 6)
return mesh
end
function JuliaFEM.get_model(::Type{Val{Symbol("two element contact")}})
mesh = get_mesh("two elements 1.0x0.5 with 0.1 gap in y direction")
upper = Problem(Elasticity, "UPPER", 2)
upper.properties.formulation = :plane_stress
upper.elements = create_elements(mesh, "UPPER")
update!(upper.elements, "youngs modulus", 288.0)
update!(upper.elements, "poissons ratio", 1/3)
lower = Problem(Elasticity, "LOWER", 2)
lower.properties.formulation = :plane_stress
lower.elements = create_elements(mesh, "LOWER")
update!(lower.elements, "youngs modulus", 288.0)
update!(lower.elements, "poissons ratio", 1/3)
bc_upper = Problem(Dirichlet, "UPPER_TOP", 2, "displacement")
bc_upper.elements = create_elements(mesh, "UPPER_TOP")
#update!(bc_upper.elements, "displacement 1", -17/90)
#update!(bc_upper.elements, "displacement 1", -17/90)
update!(bc_upper.elements, "displacement 1", -0.2)
update!(bc_upper.elements, "displacement 2", -0.2)
bc_lower = Problem(Dirichlet, "LOWER_BOTTOM", 2, "displacement")
bc_lower.elements = create_elements(mesh, "LOWER_BOTTOM")
update!(bc_lower.elements, "displacement 1", 0.0)
update!(bc_lower.elements, "displacement 2", 0.0)
interface = Problem(Contact, "LOWER_TO_UPPER", 2, "displacement")
interface.properties.dimension = 1
interface_slave_elements = create_elements(mesh, "LOWER_TOP")
interface_master_elements = create_elements(mesh, "UPPER_BOTTOM")
update!(interface_slave_elements, "master elements", interface_master_elements)
interface.elements = [interface_master_elements; interface_slave_elements]
solver = Solver(Nonlinear)
push!(solver, upper, lower, bc_upper, bc_lower, interface)
return solver
end
@testset "test simple two element contact" begin
solver = get_model("two element contact")
call(solver)
contact = solver["LOWER_TO_UPPER"]
master = first(contact.elements)
slave = last(contact.elements)
u = master("displacement", [0.0], 0.0)
la = slave("reaction force", [0.0], 0.0)
info("u = $u, la = $la")
@test isapprox(u, [-0.2, -0.15])
@test isapprox(la, [0.0, 30.375])
end