minor fixes to incremental formulation

This commit is contained in:
Jukka Aho
2016-02-11 02:51:27 +02:00
parent 2cca0a5677
commit 7cc14c57c8
3 changed files with 36 additions and 17 deletions
+4 -1
View File
@@ -169,9 +169,11 @@ function update_assembly!(problem, u, la)
assembly.u_prev = copy(assembly.u)
assembly.la_prev = copy(assembly.la)
if get_formulation_type(problem) == :incremental
info("incremental formulation, adding increment to solution vector")
assembly.u += u
assembly.la += la
else
info("total formulation, replacing solution vector with new values")
assembly.u = u
assembly.la = la
end
@@ -179,7 +181,8 @@ function update_assembly!(problem, u, la)
# calculate change of norm
assembly.u_norm_change = norm(assembly.u - assembly.u_prev)
assembly.la_norm_change = norm(assembly.la - assembly.la_prev)
return assembly.u_norm_change, assembly.la_norm_change
#return assembly.u_norm_change, assembly.la_norm_change
return assembly.u, assembly.la
end
""" Update solutions to elements.
+11 -3
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@@ -348,16 +348,24 @@ Notes
-----
Default convergence criteria is obtained by checking each sub-problem convergence.
"""
function has_converged(solver::Solver)
function has_converged(solver::Solver; check_convergence_for_boundary_problems=false)
converged = true
eps = solver.nonlinear_system_convergence_tolerance
for problem in solver.problems
has_converged = true
if is_field_problem(problem)
has_converged = problem.assembly.u_norm_change/norm(problem.assembly.u) < eps
info("Details for problem $(problem.name)")
info("Norm: $(norm(problem.assembly.u))")
info("Norm change: $(problem.assembly.u_norm_change)")
info("Has converged? $(has_converged)")
end
if is_boundary_problem(problem)
if is_boundary_problem(problem) && check_convergence_for_boundary_problems
has_converged = problem.assembly.la_norm_change/norm(problem.assembly.la) < eps
info("Details for problem $(problem.name)")
info("Norm: $(norm(problem.assembly.la))")
info("Norm change: $(problem.assembly.la_norm_change)")
info("Has converged? $(has_converged)")
end
converged &= has_converged
end
@@ -394,7 +402,7 @@ function call(solver::Solver)
# 2.3 update solution back to elements
for problem in solver.problems
update_assembly!(problem, u, la)
u, la = update_assembly!(problem, u, la)
update_elements!(problem, u, la)
end
+21 -13
View File
@@ -4,8 +4,7 @@
using JuliaFEM.Test
using JuliaFEM.Core: Node, update!, Quad4, Seg2, Problem, Elasticity, Solver, Dirichlet
@testset "test 2d linear elasticity with surface load." begin
function get_test_problem()
nodes = Dict{Int64, Node}(
1 => [0.0, 0.0],
2 => [1.0, 0.0],
@@ -39,16 +38,25 @@ using JuliaFEM.Core: Node, update!, Quad4, Seg2, Problem, Elasticity, Solver, Di
# type, name, dimension, unknown_field_name
boundary_problem = Problem(Dirichlet, "symmetry boundaries", 2, "displacement")
push!(boundary_problem, sym13, sym23)
solver = Solver("solve block problem")
push!(solver, elasticity_problem)
push!(solver, boundary_problem)
call(solver)
u_disp = element1("displacement", [1.0, 1.0], 0.0)
info("Displacement = $u_disp")
@test isapprox(u_disp, expected)
return elasticity_problem, boundary_problem
end
@testset "test 2d linear with surface load." begin
E = 288.0
nu = 1.0/3.0
f = -E/10.0
expected = f/E*[-nu, 1]
elasticity_problem, boundary_problem = get_test_problem()
solver = Solver("solve block problem")
#solver.is_linear_system = true
push!(solver, elasticity_problem)
push!(solver, boundary_problem)
call(solver)
element1 = elasticity_problem.elements[1]
u_disp = element1("displacement", [1.0, 1.0], 0.0)
info("Displacement = $u_disp")
@test isapprox(u_disp, expected)
end