mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
synced 2026-10-02 22:31:31 +00:00
Jukka Aho
aab8b7d6ce
Rewrote test_elasticity_1d.jl to follow immutable element pattern. This is the first fully working test with the new architecture! Changes: 1. test/test_elasticity_1d.jl: - Convert Dict node data to element-local tuple format - Wrap data in DVTI field objects (Discrete, Variable, Time-Invariant) - Create element with fields at construction: Element(Seg2, conn; fields=(...)) - Fix Jacobian shape expectation (3×1 not 1×3 for 1D in 3D) 2. src/JuliaFEM.jl: - Add minimal jacobian() function for AbstractBasis (non-parametric) - Handles embedding (1D element in 3D space) correctly - Returns Matrix instead of Tensor for flexibility 3. src/elements/elements.jl: - Fix Jacobian computation to handle both Tuple and IntegrationPoint - Fix detJ calculation logic for embedded elements (check m not size(JT,2)) - Correctly handle 1D elements: detJ = ||∂X/∂ξ|| Result: test_elasticity_1d.jl passes! ✓ This validates the immutable architecture: - Element created with fields at construction - No mutation needed during test - Field system integration working (DVTI fields) - Jacobian computation working for embedded elements
32 lines
1.1 KiB
Julia
32 lines
1.1 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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# 1d strain
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# Global node data (Dict format for backward compatibility in tests)
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X_global = Dict(1 => [0.0, 0.0, 0.0], 2 => [1.0, 1.0, 1.0])
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u_global = Dict(1 => [0.0, 0.0, 0.0], 2 => [1.0, 1.0, 1.0])
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# Convert to element-local format (extract data for element nodes)
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connectivity = (1, 2)
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X = tuple([X_global[i] for i in connectivity]...)
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u = tuple([u_global[i] for i in connectivity]...)
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# Wrap in field objects (DVTI = Discrete, Variable, Time-Invariant)
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X_field = JuliaFEM.DVTI(X)
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u_field = JuliaFEM.DVTI(u)
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# Create element with fields at construction (immutable pattern)
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element = Element(Seg2, connectivity; fields=(geometry=X_field, displacement=u_field))
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xi, time = (0.0,), 0.0
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detJ = element(xi, time, Val{:detJ})
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J = element(xi, time, Val{:Jacobian})
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# gradu = element("displacement", xi, time, Val{:Grad})
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@debug("1d seg2 info", xi, time, detJ, J)
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@test isapprox(detJ, sqrt(3)/2)
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# Jacobian is 3×1 (physical_dim × parametric_dim) for 1D element in 3D
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@test isapprox(J, [0.5; 0.5; 0.5]) # column vector
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