def lamellarRectangleDisp(odbName):
keysToWrite = [
'resForce', 'topInitCoord', 'topU1', 'topU2', 'botInitCoord', 'botU1',
'botU2', 'time'
]
valuesToWrite = dict.fromkeys(keysToWrite, None)
run = False
for data in range(len(valuesToWrite)):
file = valuesToWrite.keys()[data] + '.ascii'
if (not os.path.isfile(file))\
or (os.path.getmtime(file) < os.path.getmtime('exeCalls.txt'))\
or (os.path.getmtime(file) < os.path.getmtime(__file__)):
run = True
break
if run:
print "running postPro on %s" % (odbName)
myOdb = odbTools.openOdb(odbName)
time = ext.getTime(myOdb)
resForce = ext.getResF2D(myOdb, 'left')
resTopForce = ext.getResF2D(myOdb, 'top')
rightInitCoord = ext.getNCoord(myOdb, 'right')
rightU1 = ext.getU_1(myOdb, 'right')
rightU2 = ext.getU_2(myOdb, 'right')
leftInitCoord = ext.getNCoord(myOdb, 'left')
leftU1 = ext.getU_1(myOdb, 'left')
leftU2 = ext.getU_2(myOdb, 'left')
topInitCoord = ext.getNCoord(myOdb, 'top')
topU1 = ext.getU_1(myOdb, 'top')
topU2 = ext.getU_2(myOdb, 'top')
botInitCoord = ext.getNCoord(myOdb, 'bottom')
botU1 = ext.getU_1(myOdb, 'bottom')
botU2 = ext.getU_2(myOdb, 'bottom')
valuesToWrite = dict(rightInitCoord=rightInitCoord,
rightU1=rightU1,
rightU2=rightU2,
leftInitCoord=leftInitCoord,
leftU1=leftU1,
leftU2=leftU2,
resForce=resForce,
resTopForce=resTopForce,
topInitCoord=topInitCoord,
topU1=topU1,
topU2=topU2,
botInitCoord=botInitCoord,
botU1=botU1,
botU2=botU2,
time=time)
odbTools.writeValues(valuesToWrite)
myOdb.close()
def optiStiffnessExtractors(odbName):
myOdb = odbTools.openOdb(odbName)
time = ext.getTime(myOdb)
extDispl = ext.getFinalU_3(myOdb, 'outerFace')
outForce = ext.getFinalResF_3(myOdb, 'outerFace')
stiffness = 0.
if abs(outForce) > 1e-8 and abs(outForce) < 1e8:
stiffness = outForce / extDispl[0]
odbTools.writeValuesOpti(stiffness)
myOdb.close()
def materialField(odbFile,notWantedParts=[],notWantedEleSets=[]):
# Extract ABAQUS ODB into VTK unstructured grid data format
nbNodes = 0
nbElements = 0
nodeCoord = list()
eleConnection = list()
cellType = list()
cellField = list()
# Open the odb
myOdb = odbTools.openOdb(odbFile)
stepName = myOdb.steps.keys()[-1]
frames = myOdb.steps[stepName].frames
# Isolate the instances, get the number of nodes and elements
for instanceName in myOdb.rootAssembly.instances.keys():
if instanceName not in notWantedParts:
myInstance = myOdb.rootAssembly.instances[instanceName]
numNodes = len(myInstance.nodes)
#Get the initial nodal coordinates
initialCoords = list()
nodes = myInstance.nodes
for node in nodes:
coord0 = node.coordinates
initialCoords.append((coord0[0], coord0[1], coord0[2]))
#Isolate the displacement field
displacements = frames[-1].fieldOutputs['U'].getSubset(region=myInstance).values
#Add displacements to the initial coordinates
for nd in range(numNodes):
x = initialCoords[nd][0]+displacements[nd].data[0]
y = initialCoords[nd][1]+displacements[nd].data[1]
z = initialCoords[nd][2]+displacements[nd].data[2]
nodeCoord.append((x, y, z))
print "read %d nodes coordinates"%(numNodes)
offset = nbNodes
for setName in myInstance.elementSets.keys():
if setName not in notWantedEleSets:
elSet = myInstance.elementSets[setName]
sectionName = 'Section-ASSEMBLY_'+instanceName+'_'+setName #default scanIP Name
materialName = myOdb.sections[sectionName].material
young = myOdb.materials[materialName].elastic.table[0][0]
numElements = 0
for el in elSet.elements:
##Get the element connectivity
connectivity = el.connectivity
eleConnection.append([offset-1+i for i in connectivity])
if len(connectivity) == 8: cellType.append(12)
elif len(connectivity) == 4: cellType.append(10)
else: raise Exception('unknown element %d of connectivity %d'%(el.label,len(connectivity)))
##Isolate the field
cellField.append(young)
numElements += 1
print "read %d element connexion and young's modulus"%(numElements)
nbElements += numElements
nbNodes += numNodes
myOdb.close()
return nodeCoord,eleConnection,cellType,cellField
def dataField(odbFile,fieldName,notWantedParts=[],notWantedEleSets=[]):
# Extract ABAQUS ODB into VTK unstructured grid data format
nbNodes = 0
nbElements = 0
nodeCoord = list()
eleConnection = list()
cellType = list()
cellField = list()
# Open the odb
myOdb = odbTools.openOdb(odbFile)
stepName = myOdb.steps.keys()[-1]
frames = myOdb.steps[stepName].frames
theField = frames[-1].fieldOutputs['S'].getScalarField(invariant=fieldName)
# Isolate the instances, get the number of nodes and elements
for instanceName in myOdb.rootAssembly.instances.keys():
if instanceName not in notWantedParts:
myInstance = myOdb.rootAssembly.instances[instanceName]
numNodes = len(myInstance.nodes)
#Get the initial nodal coordinates
initialCoords = list()
nodes = myInstance.nodes
for node in nodes:
coord0 = node.coordinates
initialCoords.append((coord0[0], coord0[1], coord0[2]))
#Isolate the displacement field
displacements = frames[-1].fieldOutputs['U'].getSubset(region=myInstance).values
#Add displacements to the initial coordinates
for nd in range(numNodes):
x = initialCoords[nd][0]+displacements[nd].data[0]
y = initialCoords[nd][1]+displacements[nd].data[1]
z = initialCoords[nd][2]+displacements[nd].data[2]
nodeCoord.append((x, y, z))
print "read %d nodes coordinates"%(numNodes)
offset = nbNodes
for setName in [myInstance.elementSets.keys(),' ALL ELEMENTS']:
if setName not in notWantedEleSets:
elSet = myInstance.elementSets[setName]
numElements = 0
for el in elSet.elements:
##Get the element connectivity
print el.faces
connectivity = el.connectivity
eleConnection.append([offset-1+i for i in connectivity])
if len(connectivity) == 8: cellType.append(12)
elif len(connectivity) == 4: cellType.append(10)
else: raise Exception('unknown element %d of connectivity %d'%(el.label,len(connectivity)))
##Isolate the field
theElField = theField.getSubset(region=el).values
cellField.append(theElField[0].data)
numElements += 1
print "read %d element connexion and scalar field"%(numElements)
nbElements += numElements
nbNodes += numNodes
myOdb.close()
return nodeCoord,eleConnection,cellType,cellField
def displ2OptiTt02(odbName):
print "running postPro on %s" % (odbName)
import math
myOdb = odbTools.openOdb(odbName)
myAssembly = myOdb.rootAssembly
# PRODUCE NODE SET ON THE NODES I EXTRACT COORDINATES FROM.
newSet = 'extractedDisplacement'.upper()
myInstances = [
myAssembly.instances['SECTIONED2_INSTANCE'],
myAssembly.instances['SECTIONED3_INSTANCE'],
myAssembly.instances['SECTIONED4_INSTANCE'],
myAssembly.instances['INPLANE2_INSTANCE'],
myAssembly.instances['INPLANE3_INSTANCE'],
myAssembly.instances['INPLANE4_INSTANCE']
]
#points order ([J],[A,B,C,D],[E,F,G,H,I],[J,A,B],[G,H],[C,D,E,F,I])
A = (0.501, 1.693)
B = (0.492, 0.)
C = (0.67, 1.758)
D = (0.727, 0.)
E = (0.798, 1.795)
F = (0.869, 0.)
G = (0.9, 1.791)
H = (0.894, 0.)
I = (0.890, 0.812)
J = (0.321, 0.552)
expPointsCoord = [[J], [A, B, C, D], [E, F, G, H, I], [J, A, B], [G, H],
[C, D, E, F, I]]
if newSet not in myAssembly.nodeSets.keys():
nodeList = list()
for ins, instance in enumerate(myInstances):
points = {}
for node in instance.nodes:
points[node.label] = list(node.coordinates)
for ptNo in range(len(expPointsCoord[ins])):
shortList = list()
for key, value in points.iteritems():
if (0.9 * expPointsCoord[ins][ptNo][0] <= value[0] <=
1.1 * expPointsCoord[ins][ptNo][0]) and (
0.9 * expPointsCoord[ins][ptNo][1] <= value[1]
<= 1.1 * expPointsCoord[ins][ptNo][1]):
shortList.append(
(instance.name.replace('instance',
'Geo'), (key, )))
nodeList.append(shortList[0])
myNodes = tuple(nodeList)
myAssembly.NodeSetFromNodeLabels(name=newSet, nodeLabels=myNodes)
displ = ext.getFinalU(myOdb, newSet)
odbTools.writeValuesOpti(displ)
myOdb.close()
def postPro(odbName):
odbToolbox = r"D:\myWork\procedures\postPro4Abq_VC"
import sys
sys.path.append(odbToolbox)
import postProTools.odbTools as odbTools
import postProTools.extractors as ext
import math
myOdb = odbTools.openOdb(odbName)
myAssembly = myOdb.rootAssembly
# PRODUCE NODE SET ON THE NODES I EXTRACT COORDINATES FROM.
newSet = 'extractedDisplacement'.upper()
myInstances = [
myAssembly.instances['SECTIONED3_INSTANCE'],
myAssembly.instances['SECTIONED4_INSTANCE'],
myAssembly.instances['SECTIONED5_INSTANCE'],
myAssembly.instances['INPLANE3_INSTANCE'],
myAssembly.instances['INPLANE4_INSTANCE']
]
expPointsCoord = [[(0.606, 1.0208), (0.6956, 0.5452), (0.6975, 0.10976)],
[(0.7466, 0.8459), (0.71216, 0.4332), (0.7911, 0.3266),
(0.99157, 0.1497)], [(1.1335, 0.17328)],
[(0.606, 1.0208), (0.6956, 0.5452), (0.6975, 0.10976),
(0.7466, 0.8459), (0.71216, 0.4332), (0.7911, 0.3266),
(0.99157, 0.1497)], [(1.1335, 0.17328)]]
if newSet not in myAssembly.nodeSets.keys():
nodeList = list()
for i, instance in enumerate(myInstances):
points = {}
for node in instance.nodes:
points[node.label] = list(node.coordinates)
for ptNo in range(len(expPointsCoord[i])):
shortList = list()
for key, value in points.iteritems():
if (0.95 * expPointsCoord[i][ptNo][0] < value[0] <
1.05 * expPointsCoord[i][ptNo][0]) and (
0.95 * expPointsCoord[i][ptNo][1] < value[1] <
1.05 * expPointsCoord[i][ptNo][1]):
shortList.append(
(instance.name.replace('instance',
'Geo'), (key, )))
nodeList.append(shortList[0])
myNodes = tuple(nodeList)
myAssembly.NodeSetFromNodeLabels(name=newSet, nodeLabels=myNodes)
displ = ext.getFinalU_1(myOdb, newSet)
odbTools.writeValuesOpti(displ)
myOdb.close()
def postPro(odbName):
odbToolbox = r"D:\myWork\procedures\postPro4Abq_VC"
import sys
sys.path.append(odbToolbox)
import postProTools.odbTools as odbTools
import postProTools.extractors as ext
myOdb = odbTools.openOdb(odbName)
refPoint = 'REFERENCE_POINT_PART-2-1 1'
extDispl = ext.getU_3(myOdb, refPoint)
extDiplsList = [displ[0] for displ in extDispl]
outForce = ext.getRF_3(myOdb, refPoint)
extForceList = [force[0] for force in outForce]
stiffness = extForceList[-1] / extDiplsList[-1] * 1000.
odbTools.writeValuesOpti(stiffness)
myOdb.close()
def displ2OptiTt01(odbName):
print "running postPro on %s" % (odbName)
import math
myOdb = odbTools.openOdb(odbName)
myAssembly = myOdb.rootAssembly
# PRODUCE NODE SET ON THE NODES I EXTRACT COORDINATES FROM.
newSet = 'extractedDisplacement'.upper()
myInstances = [
myAssembly.instances['SECTIONED3_INSTANCE'],
myAssembly.instances['SECTIONED4_INSTANCE'],
myAssembly.instances['SECTIONED5_INSTANCE'],
myAssembly.instances['INPLANE3_INSTANCE'],
myAssembly.instances['INPLANE4_INSTANCE']
]
#myInstances = [myAssembly.instances['SECTIONED2_INSTANCE'],myAssembly.instances['SECTIONED3_INSTANCE'],myAssembly.instances['SECTIONED4_INSTANCE'],myAssembly.instances['SECTIONED5_INSTANCE'],
#myAssembly.instances['INPLANE1_INSTANCE'],myAssembly.instances['INPLANE3_INSTANCE'],myAssembly.instances['INPLANE4_INSTANCE']]#points #points order (I,J,A,B,C,D,E,F,G,H)x2
expPointsCoord = [[(0.606, 1.0208), (0.6956, 0.5452), (0.6975, 0.10976)],
[(0.7466, 0.8459), (0.71216, 0.4332), (0.7911, 0.3266),
(0.99157, 0.1497)], [(1.1335, 0.17328)],
[(0.606, 1.0208), (0.6956, 0.5452), (0.6975, 0.10976),
(0.7466, 0.8459), (0.71216, 0.4332), (0.7911, 0.3266),
(0.99157, 0.1497)], [(1.1335, 0.17328)]]
# expPointsCoord = [[(0.3802,0.0808),(0.2947,1.2368)],[(0.606,1.0208),(0.6956,0.5452),(0.6975,0.10976)],[(0.7466,0.8459),(0.71216,0.4332),(0.7911,0.3266),(0.99157,0.1497)],[(1.1335,0.17328)],
# [(0.3802,0.0808),(0.2947,1.2368)],[(0.606,1.0208),(0.6956,0.5452),(0.6975,0.10976),(0.7466,0.8459),(0.71216,0.4332),(0.7911,0.3266),(0.99157,0.1497)],[(1.1335,0.17328)]]
if newSet not in myAssembly.nodeSets.keys():
nodeList = list()
for i, instance in enumerate(myInstances):
points = {}
for node in instance.nodes:
points[node.label] = list(node.coordinates)
for ptNo in range(len(expPointsCoord[i])):
shortList = list()
for key, value in points.iteritems():
if (0.95 * expPointsCoord[i][ptNo][0] < value[0] <
1.05 * expPointsCoord[i][ptNo][0]) and (
0.95 * expPointsCoord[i][ptNo][1] < value[1] <
1.05 * expPointsCoord[i][ptNo][1]):
shortList.append(
(instance.name.replace('instance',
'Geo'), (key, )))
nodeList.append(shortList[0])
myNodes = tuple(nodeList)
myAssembly.NodeSetFromNodeLabels(name=newSet, nodeLabels=myNodes)
displ = ext.getFinalU(myOdb, newSet)
odbTools.writeValuesOpti(displ)
myOdb.close()
def matrixStiffnessExtractor(odbName):
keysToWrite = ['matrixStiffness']
valuesToWrite = dict.fromkeys(keysToWrite, None)
run = False
for data in range(len(valuesToWrite)):
file = valuesToWrite.keys()[data] + '.ascii'
if (not os.path.isfile(file))\
or (os.path.getmtime(file) < os.path.getmtime('exeCalls.txt'))\
or (os.path.getmtime(file) < os.path.getmtime(__file__)):
run = True
break
if run:
print "running postPro on %s" % (odbName)
myOdb = odbTools.openOdb(odbName)
thisNb = len(myOdb.parts.keys())
totalCoheOpen = 0
slip1 = [0.]
slip2 = [0.]
for i in range(thisNb - 1):
masterName = 'MASTER%d' % (i + 1)
slaveName = 'SLAVE%d' % (i + 1)
masterSurface = myOdb.rootAssembly.surfaces[masterName]
copen = cExt.getFinalCOpening(myOdb, masterName, slaveName)
slip1.append(
max(
ext.getFinalU_1(
myOdb,
odbTools.getNodeSetFromSurface(myOdb, masterSurface))))
slip2.append(
max(
ext.getFinalU_2(
myOdb,
odbTools.getNodeSetFromSurface(myOdb, masterSurface))))
totalCoheOpen += max(copen)
extDispl = np.mean(ext.getFinalU_3(myOdb, 'outerFace'))
surfStress13 = max(ext.getFinalS_13(myOdb, 'outerFace'))
surfStress23 = max(ext.getFinalS_23(myOdb, 'outerFace'))
surfStress33 = np.mean(ext.getFinalS_33(myOdb, 'outerFace'))
slip1.append(max(ext.getFinalU_1(myOdb, 'outerFace')))
slip2.append(max(ext.getFinalU_2(myOdb, 'outerFace')))
matrixOpen = (extDispl - totalCoheOpen
) / thisNb #elongation of each part if it is uniform
valuesToWrite = dict(matrixStiffness=[
surfStress33 / matrixOpen, surfStress13 /
max(np.diff(slip1)), surfStress23 / max(np.diff(slip2))
])
odbTools.writeValues(valuesToWrite)
myOdb.close()
def appliedDisplExtractors(odbName):
sets = [
'edgeXMax', 'edgeXMaxInt', 'edgeXMin', 'edgeXMinInt', 'edgeYMax',
'edgeYMaxInt', 'edgeYMin', 'edgeYMinInt'
]
keysToWrite = ['time', 'topResForce', 'bottomResForce']
for set in sets:
keysToWrite.append('initCoord_%s' % set)
keysToWrite.append('radialDisp_%s' % set)
keysToWrite.append('axialDisp_%s' % set)
keysToWrite.append('tgtDisp_%s' % set)
valuesToWrite = dict.fromkeys(keysToWrite, None)
run = False
for data in valuesToWrite.keys():
file = data + '.ascii'
if (not os.path.isfile(file))\
or (os.path.getmtime(file) < os.path.getmtime('exeCalls.txt'))\
or (os.path.getmtime(file) < os.path.getmtime(__file__)):
run = True
break
if run:
print "running postPro on %s" % (odbName)
myOdb = odbTools.openOdb(odbName)
sysCyl = geometricTools.cylXYCoordSystem(myOdb.rootAssembly)
valuesToWrite['time'] = ext.getTime(myOdb)
valuesToWrite['topResForce'] = ext.getResF(myOdb, 'zMax', sysC=sysCyl)
valuesToWrite['bottomResForce'] = ext.getResF(myOdb,
'zMin',
sysC=sysCyl)
for set in sets:
valuesToWrite['initCoord_%s' % set] = ext.getNCoord(myOdb,
set,
sysC=sysCyl)
valuesToWrite['radialDisp_%s' % set] = ext.getU_1(myOdb,
set,
sysC=sysCyl)
valuesToWrite['tgtDisp_%s' % set] = ext.getU_2(myOdb,
set,
sysC=sysCyl)
valuesToWrite['axialDisp_%s' % set] = ext.getU_3(myOdb,
set,
sysC=sysCyl)
odbTools.writeValues(valuesToWrite)
myOdb.close()
def postPro(odbName):
odbToolbox = r"D:\myWork\procedures\postPro4Abq_VC"
import sys
sys.path.append(odbToolbox)
print 'running postPro on ', odbName
import postProTools.odbTools as odbTools
import postProTools.extractors as ext
myOdb = odbTools.openOdb(odbName)
forceExt = ext.getRF_3(myOdb, 'TOPRP')
displExt = ext.getU_3(myOdb, 'TOPRP')
extDiplsList = [abs(displ[0] - displExt[0][0]) for displ in displExt]
extForceList = [abs(force[0] - forceExt[0][0]) for force in forceExt]
idx = [n for n, i in enumerate(extDiplsList) if i > 0.2]
try:
idx = idx[0] #disregard first .2 mm ie about 0.5%
except:
idx = -1 # if no displacement is higher than 0.2, then output is 0
odbTools.writeValuesOpti(zip(extDiplsList[idx:], extForceList[idx:]))
myOdb.close()
def appliedDisplacementForceExtractor(odbName):
keysToWrite = ['totalForce_pinnedFace', 'totalForce_movingFace', 'time']
valuesToWrite = dict.fromkeys(keysToWrite, None)
run = False
for data in range(len(valuesToWrite)):
file = valuesToWrite.keys()[data] + '.ascii'
if (not os.path.isfile(file))\
or (os.path.getmtime(file) < os.path.getmtime('exeCalls.txt'))\
or (os.path.getmtime(file) < os.path.getmtime(__file__)):
run = True
break
if run:
print "running postPro on %s" % (odbName)
myOdb = odbTools.openOdb(odbName)
mySets = myOdb.rootAssembly.nodeSets
pinnedNodeSetName = list()
movingNodeSetName = list()
for nodeSet in mySets.keys():
zMin = '_WITH_ZMIN'
if nodeSet.endswith(zMin): pinnedNodeSetName.append(nodeSet)
zMax = '_WITH_ZMAX'
if nodeSet.endswith(zMax): movingNodeSetName.append(nodeSet)
time = ext.getTime(myOdb)
resultantForce_pin = [0] * len(time)
for setName in pinnedNodeSetName:
resForce = ext.getResF_3(myOdb, setName)
for t in range(len(resultantForce_pin)):
resultantForce_pin[t] += resForce[t]
resultantForce_mov = [0] * len(time)
for setName in movingNodeSetName:
resForce = ext.getResF_3(myOdb, setName)
for t in range(len(resultantForce_mov)):
resultantForce_mov[t] += resForce[t]
valuesToWrite = dict(totalForce_pinnedFace=resultantForce_pin,
totalForce_movingFace=resultantForce_mov,
time=time)
odbTools.writeValues(valuesToWrite)
myOdb.close()
def postPro(odbName):
print 'running postPro on ', odbName
import postProTools.odbTools as odbTools
import postProTools.extractors as ext
import postProTools.contactExtractors as cExt
valuesToWrite = dict()
myOdb = odbTools.openOdb(odbName)
fileName = odbName.split('.')[0]
valuesToWrite['axialDispl_%s' % fileName] = ext.getU_3(myOdb, 'TOPPLATE')
valuesToWrite['force_%s' % fileName] = ext.getRF_3(myOdb, 'TOPPLATE')
try:
masterName = 'CP-2-bot'
slaveName = 'CP-2-PART-1-1'
valuesToWrite['cForce1_%s' %
fileName] = cExt.getCNormalForce_Magnitude(
myOdb, masterName, slaveName)
masterName = 'CP-3-bot'
slaveName = 'CP-3-PART-1-1'
valuesToWrite['cForce2_%s' %
fileName] = cExt.getCNormalForce_Magnitude(
myOdb, masterName, slaveName)
except:
masterName = 'topCartilage1'
slaveName = 'botCartilage1'
valuesToWrite['cForce1_%s' %
fileName] = cExt.getCNormalForce_Magnitude(
myOdb, masterName, slaveName)
masterName = 'topCartilage2'
slaveName = 'botCartilage2'
valuesToWrite['cForce2_%s' %
fileName] = cExt.getCNormalForce_Magnitude(
myOdb, masterName, slaveName)
odbTools.writeValues(valuesToWrite)
print 'postPro on ', odbName, ': DONE'
myOdb.close()
