# 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 @testset "test 2d linear elasticity with surface load" begin meshfile = "/geometry/2d_block/BLOCK_1elem.med" mesh = aster_read_mesh(Pkg.dir("JuliaFEM")*meshfile) # field problem 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) traction = create_elements(mesh, "TOP") update!(traction, "displacement traction force 2", 288.0) push!(block, traction...) # boundary conditions bc_sym = Problem(Dirichlet, "symmetry bc", 2, "displacement") bc_elements_left = create_elements(mesh, "LEFT") bc_elements_bottom = create_elements(mesh, "BOTTOM") update!(bc_elements_left, "displacement 1", 0.0) update!(bc_elements_bottom, "displacement 2", 0.0) push!(bc_sym, bc_elements_left..., bc_elements_bottom...) solver = Solver("solve block problem") push!(solver, block, bc_sym) call(solver) f = 288.0 g = 576.0 E = 288.0 nu = 1/3 u3_expected = f/E*[-nu, 1] + g/(2*E)*[-nu, 1] u3 = reshape(block.assembly.u, 2, 4)[:,3] info("u3 = $u3") @test isapprox(u3, u3_expected) info("strain") for ip in get_integration_points(block.elements[1]) eps = ip("strain") @printf "%i | %8.3f %8.3f | %8.3f %8.3f %8.3f\n" ip.id ip.coords[1] ip.coords[2] eps[1] eps[2] eps[3] @test isapprox(eps, [u3; 0.0]) end # info("stress") # for ip in get_integration_points(elements[1]) # sig = ip("stress") # @printf "%i | %8.3f %8.3f | %8.3f %8.3f %8.3f\n" ip.id ip.coords[1] ip.coords[2] sig[1] sig[2] sig[3] # @test isapprox(sig, [0.0; g; 0.0]) # end end