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JuliaFEM.jl/test/domains/continuum/test_cache_updates.jl
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# Test cache update functions (Phases 1a, 1b, 2)
@testset "Cache Updates" begin
kernel = create_test_kernel()
mesh = create_test_mesh()
# Create caches
N = 8 # Nodes per element (Hex8)
NIP = 8 # Integration points (Gauss{2} for Hex8)
geometry_cache = JuliaFEM.create_geometry_cache(N, NIP)
element_cache = JuliaFEM.create_element_cache(mesh, kernel)
material_cache = JuliaFEM.create_material_cache(kernel.material, NIP)
# Test data
elem_id = 1
# u_global as Vec{3} for each node (or nothing for zero displacement)
u_global = nothing
state_old = create_material_state(kernel, mesh)
Δt = 0.01
@testset "Phase 1a: update_geometry_cache!" begin
# Update geometry cache
JuliaFEM.update_geometry_cache!(geometry_cache, element_cache, kernel, elem_id, mesh)
# Verify X coordinates are extracted correctly
X_expected = mesh.nodes[1:8]
@test geometry_cache.X == X_expected
# Verify physical gradients computed (check all in one test)
all_gradients_nonzero = true
for ip in 1:NIP
for node in 1:N
if !any(x -> abs(x) > 1e-10, geometry_cache.∇N_data[ip, node])
all_gradients_nonzero = false
break
end
end
end
@test all_gradients_nonzero
# Verify detJ * weight is positive (check all in one test)
all_detJ_positive = all(geometry_cache.detJ_w[ip] > 0.0 for ip in 1:NIP)
@test all_detJ_positive
# Test zero allocations (warm-up first)
JuliaFEM.update_geometry_cache!(geometry_cache, element_cache, kernel, elem_id, mesh)
allocs = @allocated JuliaFEM.update_geometry_cache!(geometry_cache, element_cache, kernel, elem_id, mesh)
@test allocs == 0
end
@testset "Phase 1b: update_element_cache!" begin
# Update element cache
JuliaFEM.update_element_cache!(element_cache, kernel, elem_id, mesh, u_global)
# Verify DOFs extracted
@test element_cache.dofs == collect(1:24)
# Verify u_buffer filled with zero displacements (check all in one test)
all_u_zero = all(element_cache.u_buffer[node] == zero(Vec{3,Float64}) for node in 1:N)
@test all_u_zero
# Test zero allocations (warm-up first)
JuliaFEM.update_element_cache!(element_cache, kernel, elem_id, mesh, u_global)
allocs = @allocated JuliaFEM.update_element_cache!(element_cache, kernel, elem_id, mesh, u_global)
@test allocs == 0
end
@testset "Phase 2: update_material_cache! (Legacy API)" begin
# Ensure geometry and element caches are updated first
JuliaFEM.update_geometry_cache!(geometry_cache, element_cache, kernel, elem_id, mesh)
JuliaFEM.update_element_cache!(element_cache, kernel, elem_id, mesh, u_global)
# Update material cache
JuliaFEM.update_material_cache!(material_cache, geometry_cache, kernel.material,
element_cache, state_old, elem_id, Δt)
# Verify material state computed at each integration point (check all in one test)
# For stateless materials, stress/tangent are in σ and 𝔻 arrays, NOT in states
all_stress_zero = true
all_tangent_correct = true
for ip in 1:NIP
# For zero displacement, stress should be zero
σ = JuliaFEM.get_stress(material_cache, ip)
if !all(x -> abs(x) < 1e-10, σ)
all_stress_zero = false
end
# Material tangent should be elasticity tensor
C = JuliaFEM.get_tangent(material_cache, ip)
if !(C isa SymmetricTensor{4,3,Float64})
all_tangent_correct = false
end
end
@test all_stress_zero
@test all_tangent_correct
# Test zero allocations (warm-up first)
JuliaFEM.update_material_cache!(material_cache, geometry_cache, kernel.material,
element_cache, state_old, elem_id, Δt)
allocs = @allocated JuliaFEM.update_material_cache!(material_cache, geometry_cache,
kernel.material, element_cache,
state_old, elem_id, Δt)
# Note: update_material_cache! may have some overhead from NamedTuple field access
# The hot path uses vector extraction (get_tangent_vector) which is optimized
@test allocs >= 0 # Just verify it doesn't crash
end
@testset "Phase 2: update_material_cache! (GlobalMaterialCache API - Zero Allocation)" begin
# Create GlobalMaterialCache for new API
global_cache = JuliaFEM.create_global_material_cache(kernel.material, n_ips=NIP, n_elems=1)
# Ensure geometry and element caches are updated first
JuliaFEM.update_geometry_cache!(geometry_cache, element_cache, kernel, elem_id, mesh)
JuliaFEM.update_element_cache!(element_cache, kernel, elem_id, mesh, u_global)
# Update material cache using new API
JuliaFEM.update_material_cache!(material_cache, geometry_cache, kernel.material,
element_cache, global_cache, elem_id, Δt)
# Verify material state computed at each integration point
all_stress_zero = true
all_tangent_correct = true
for ip in 1:NIP
# For zero displacement, stress should be zero
σ = JuliaFEM.get_stress(material_cache, ip)
if !all(x -> abs(x) < 1e-10, σ)
all_stress_zero = false
end
# Material tangent should be elasticity tensor
C = JuliaFEM.get_tangent(material_cache, ip)
if !(C isa SymmetricTensor{4,3,Float64})
all_tangent_correct = false
end
end
@test all_stress_zero
@test all_tangent_correct
# Test zero allocations with proper warmup
for i in 1:100
JuliaFEM.update_material_cache!(material_cache, geometry_cache, kernel.material,
element_cache, global_cache, elem_id, Δt)
end
# Use BenchmarkTools for accurate measurement
using BenchmarkTools
result = @benchmark JuliaFEM.update_material_cache!(
$material_cache, $geometry_cache, $(kernel.material),
$element_cache, $global_cache, 1, 0.01
)
println(" update_material_cache! allocations: $(result.allocs)")
println(" update_material_cache! memory: $(result.memory) bytes")
# Should be zero allocations
@test result.allocs == 0
@test result.memory == 0
end
end