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plate.py
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Created
Fri, Aug 30, 05:08
Size
2 KB
Mime Type
text/x-python
Expires
Sun, Sep 1, 05:08 (1 d, 23 h)
Engine
blob
Format
Raw Data
Handle
20305953
Attached To
rAKA akantu
plate.py
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#!/usr/bin/env python3
import
akantu
as
aka
import
numpy
as
np
def
solve
(
material_file
,
mesh_file
,
traction
):
aka
.
parseInput
(
material_file
)
spatial_dimension
=
2
# -------------------------------------------------------------------------
# Initialization
# -------------------------------------------------------------------------
mesh
=
aka
.
Mesh
(
spatial_dimension
)
mesh
.
read
(
mesh_file
)
model
=
aka
.
SolidMechanicsModelCohesive
(
mesh
)
model
.
initFull
(
_analysis_method
=
aka
.
_static
,
_is_extrinsic
=
True
)
model
.
initNewSolver
(
aka
.
_explicit_lumped_mass
)
model
.
setBaseName
(
'plate'
)
model
.
addDumpFieldVector
(
'displacement'
)
model
.
addDumpFieldVector
(
'external_force'
)
model
.
addDumpField
(
'strain'
)
model
.
addDumpField
(
'stress'
)
model
.
addDumpField
(
'blocked_dofs'
)
model
.
setBaseNameToDumper
(
'cohesive elements'
,
'cohesive'
)
model
.
addDumpFieldVectorToDumper
(
'cohesive elements'
,
'displacement'
)
model
.
addDumpFieldToDumper
(
'cohesive elements'
,
'damage'
)
model
.
addDumpFieldVectorToDumper
(
'cohesive elements'
,
'traction'
)
model
.
addDumpFieldVectorToDumper
(
'cohesive elements'
,
'opening'
)
# -------------------------------------------------------------------------
# Boundary conditions
# -------------------------------------------------------------------------
model
.
applyBC
(
aka
.
FixedValue
(
0.0
,
aka
.
_x
),
'XBlocked'
)
model
.
applyBC
(
aka
.
FixedValue
(
0.0
,
aka
.
_y
),
'YBlocked'
)
trac
=
np
.
zeros
(
spatial_dimension
)
trac
[
int
(
aka
.
_y
)]
=
traction
print
(
'Solve for traction '
,
traction
)
model
.
getExternalForce
()[:]
=
0
model
.
applyBC
(
aka
.
FromTraction
(
trac
),
'Traction'
)
solver
=
model
.
getNonLinearSolver
(
'static'
)
solver
.
set
(
'max_iterations'
,
100
)
solver
.
set
(
'threshold'
,
1e-10
)
solver
.
set
(
"convergence_type"
,
aka
.
SolveConvergenceCriteria
.
residual
)
model
.
solveStep
(
'static'
)
model
.
dump
()
model
.
dump
(
'cohesive elements'
)
model
.
setTimeStep
(
model
.
getStableTimeStep
()
*
0.1
)
maxsteps
=
100
for
i
in
range
(
0
,
maxsteps
):
print
(
'{0}/{1}'
.
format
(
i
,
maxsteps
))
model
.
checkCohesiveStress
()
model
.
solveStep
(
'explicit_lumped'
)
if
i
%
10
==
0
:
model
.
dump
()
model
.
dump
(
'cohesive elements'
)
# -----------------------------------------------------------------------------
# main
# -----------------------------------------------------------------------------
def
main
():
mesh_file
=
'plate.msh'
material_file
=
'material.dat'
traction
=
.
095
solve
(
material_file
,
mesh_file
,
traction
)
# -----------------------------------------------------------------------------
if
__name__
==
'__main__'
:
main
()
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