class TestRigidBody(TestQuad4):
"""
Test suite for testing pylith with 2-D rigid body motion.
"""
def setUp(self):
"""
Setup for test.
"""
TestQuad4.setUp(self)
run_pylith(RigidBodyApp, GenerateDB)
self.outputRoot = "lgdeformrigidbody"
self.soln = AnalyticalSoln()
return
def calcDisplacements(self, vertices):
"""
Calculate displacement field given coordinates of vertices.
"""
return self.soln.displacement(vertices)
def calcStateVar(self, name, vertices, cells):
"""
Calculate state variable.
"""
ncells = self.mesh['ncells']
pts = numpy.zeros((ncells, 2), dtype=numpy.float64)
if name == "total_strain":
stateVar = self.soln.strain(pts)
elif name == "stress":
stateVar = self.soln.stress(pts)
else:
raise ValueError("Unknown state variable '%s'." % name)
return stateVar
def setUp(self):
"""
Setup for test.
"""
TestQuad4.setUp(self)
run_pylith(RigidBodyApp, GenerateDB)
self.outputRoot = "lgdeformrigidbody"
self.soln = AnalyticalSoln()
return
def run(self):
"""
Generate the database.
"""
# Domain
x = numpy.arange(-4000.0, 4000.1, 1000.0)
y = numpy.arange(-4000.0, 4000.1, 1000.0)
z = numpy.arange(-6000.0, 0000.1, 1000.0)
nptsX = x.shape[0]
nptsY = y.shape[0]
nptsZ = z.shape[0]
xx = x * numpy.ones( (nptsY*nptsZ, 1), dtype=numpy.float64)
yy0 = y * numpy.ones( (nptsZ, 1), dtype=numpy.float64)
yy = yy0.ravel() * numpy.ones( (nptsX, 1), dtype=numpy.float64)
zz = z * numpy.ones( (nptsX*nptsY, 1), dtype=numpy.float64)
xyz = numpy.zeros( (nptsX*nptsY*nptsZ, 3), dtype=numpy.float64)
xyz[:,0] = numpy.ravel(xx)
xyz[:,1] = numpy.ravel(numpy.transpose(yy))
xyz[:,2] = numpy.ravel(numpy.transpose(zz))
from rigidbody_soln import AnalyticalSoln
soln = AnalyticalSoln()
disp = soln.displacement(xyz)
from spatialdata.geocoords.CSCart import CSCart
cs = CSCart()
cs.inventory.spaceDim = 3
cs._configure()
data = {'locs': xyz,
'coordsys': cs,
'data_dim': 2,
'values': [{'name': "displacement-x",
'units': "m",
'data': numpy.ravel(disp[:,0])},
{'name': "displacement-y",
'units': "m",
'data': numpy.ravel(disp[:,1])},
{'name': "displacement-z",
'units': "m",
'data': numpy.ravel(disp[:,2])}]}
from spatialdata.spatialdb.SimpleIOAscii import SimpleIOAscii
io = SimpleIOAscii()
io.inventory.filename = "rigidbody_disp.spatialdb"
io._configure()
io.write(data)
return
def setUp(self): """ Setup for test. """ TestQuad4.setUp(self) run_pylith() self.outputRoot = "lgdeformrigidbody" self.soln = AnalyticalSoln() return
class TestRigidBody(TestHex8):
"""
Test suite for testing pylith with 2-D rigid body motion.
"""
def setUp(self):
"""
Setup for test.
"""
TestHex8.setUp(self)
run_pylith()
self.outputRoot = "lgdeformrigidbody"
if has_vtk():
self.reader = VTKDataReader()
self.soln = AnalyticalSoln()
else:
self.reader = None
return
def calcDisplacements(self, vertices):
"""
Calculate displacement field given coordinates of vertices.
"""
return self.soln.displacement(vertices)
def calcStateVar(self, name, vertices, cells):
"""
Calculate state variable.
"""
ncells = self.mesh['ncells']
pts = numpy.zeros( (ncells, 3), dtype=numpy.float64)
if name == "total_strain":
stateVar = self.soln.strain(pts)
elif name == "stress":
stateVar = self.soln.stress(pts)
else:
raise ValueError("Unknown state variable '%s'." % name)
return stateVar
def run(self):
"""
Generate the database.
"""
# Domain
x = numpy.arange(-4000.0, 4000.1, 1000.0)
y = numpy.arange(-4000.0, 4000.1, 1000.0)
npts = x.shape[0]
xx = x * numpy.ones( (npts, 1), dtype=numpy.float64)
yy = y * numpy.ones( (npts, 1), dtype=numpy.float64)
xy = numpy.zeros( (npts**2, 2), dtype=numpy.float64)
xy[:,0] = numpy.ravel(xx)
xy[:,1] = numpy.ravel(numpy.transpose(yy))
from rigidbody_soln import AnalyticalSoln
soln = AnalyticalSoln()
disp = soln.displacement(xy)
from spatialdata.geocoords.CSCart import CSCart
cs = CSCart()
cs.inventory.spaceDim = 2
cs._configure()
data = {'points': xy,
'coordsys': cs,
'data_dim': 2,
'values': [{'name': "displacement-x",
'units': "m",
'data': numpy.ravel(disp[0,:,0])},
{'name': "displacement-y",
'units': "m",
'data': numpy.ravel(disp[0,:,1])}]}
from spatialdata.spatialdb.SimpleIOAscii import SimpleIOAscii
io = SimpleIOAscii()
io.inventory.filename = "rigidbody_disp.spatialdb"
io._configure()
io.write(data)
return
def run(self):
"""
Generate the database.
"""
# Domain
x = numpy.arange(-4000.0, 4000.1, 1000.0)
y = numpy.arange(-4000.0, 4000.1, 1000.0)
npts = x.shape[0]
xx = x * numpy.ones( (npts, 1), dtype=numpy.float64)
yy = y * numpy.ones( (npts, 1), dtype=numpy.float64)
xy = numpy.zeros( (npts**2, 2), dtype=numpy.float64)
xy[:,0] = numpy.ravel(xx)
xy[:,1] = numpy.ravel(numpy.transpose(yy))
from rigidbody_soln import AnalyticalSoln
soln = AnalyticalSoln()
disp = soln.displacement(xy)
from spatialdata.geocoords.CSCart import CSCart
cs = CSCart()
cs.inventory.spaceDim = 2
cs._configure()
data = {'points': xy,
'coordsys': cs,
'data_dim': 2,
'values': [{'name': "displacement-x",
'units': "m",
'data': numpy.ravel(disp[0,:,0])},
{'name': "displacement-y",
'units': "m",
'data': numpy.ravel(disp[0,:,1])}]}
from spatialdata.spatialdb.SimpleIOAscii import SimpleIOAscii
io = SimpleIOAscii()
io.inventory.filename = "rigidbody_disp.spatialdb"
io._configure()
io.write(data)
return
def setUp(self):
"""
Setup for test.
"""
TestHex8.setUp(self)
run_pylith()
self.outputRoot = "lgdeformrigidbody"
if has_vtk():
self.reader = VTKDataReader()
self.soln = AnalyticalSoln()
else:
self.reader = None
return