n1 = nodes.newNodeXY(0, 0)
n2 = nodes.newNodeXY(a / 2, -b)
n3 = nodes.newNodeXY(a, 0)
# Materials definition
sectionProperties = xc.CrossSectionProperties1d()
sectionProperties.A = A
sectionProperties.E = E
section = typical_materials.defElasticSectionFromMechProp1d(
preprocessor, "section", sectionProperties)
# Element definition.
elements = preprocessor.getElementHandler
elements.dimElem = 2 # Two-dimensional space.
elements.defaultMaterial = section.name
truss1 = elements.newElement("TrussSection", xc.ID([n1.tag, n2.tag]))
truss2 = elements.newElement("TrussSection", xc.ID([n2.tag, n3.tag]))
constraints = preprocessor.getBoundaryCondHandler
# Zero movement for node 1.
spc1 = constraints.newSPConstraint(n1.tag, 0, 0.0)
spc2 = constraints.newSPConstraint(n1.tag, 1, 0.0)
# Zero movement for node 3.
spc3 = constraints.newSPConstraint(n3.tag, 0, 0.0)
spc4 = constraints.newSPConstraint(n3.tag, 1, 0.0)
# Load definition.
lp0 = modelSpace.newLoadPattern(name='0')
lp0.newNodalLoad(n2.tag, xc.Vector([0, -F]))
# We add the load case to domain.
modelSpace.addLoadCaseToDomain(lp0.name)
fiberSectionRepr.setGeomNamed("testQuadRegion")
quadFibers.setupFibers()
A = quadFibers.getFibers().getArea
agg = materiales.newMaterial("section_aggregator", "agg")
agg.setSection("quadFibers")
agg.setAdditions(["T", "Vy", "Vz"], ["respT", "respVy", "respVz"])
# Torsion and shear responses.
# Elements definition
elements = preprocessor.getElementHandler
elements.defaultTransformation = "lin"
elements.defaultMaterial = "agg"
elements.numSections = 2 # Number of sections along the element.
elements.defaultTag = 1
el = elements.newElement("ForceBeamColumn3d", xc.ID([1, 2]))
# Constraints
modelSpace.fixNode000_000(1)
# Loads definition
loadHandler = preprocessor.getLoadHandler
lPatterns = loadHandler.getLoadPatterns
#Load modulation.
ts = lPatterns.newTimeSeries("constant_ts", "ts")
lPatterns.currentTimeSeries = "ts"
#Load case definition
lp0 = lPatterns.newLoadPattern("default", "0")
lp0.newNodalLoad(2, xc.Vector([0, 0, 0, M, 0, 0]))
#We add the load case to domain.
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
nodes.defaultTag = 1 # First node number.
nod = nodes.newNodeXYZ(0, 0.0, 0.0)
nod = nodes.newNodeXYZ(L, 0.0, 0.0)
lin = modelSpace.newLinearCrdTransf("lin", xc.Vector([0, 1, 0]))
# Materials definition
scc = typical_materials.defElasticSection3d(preprocessor, "scc", A, E, G, Iz,
Iy, J)
elements = preprocessor.getElementHandler
elements.defaultTransformation = lin.name
elements.defaultMaterial = scc.name
elements.defaultTag = 1 # Tag for next element.
beam3d = elements.newElement("ElasticBeam3d", xc.ID([1, 2]))
modelSpace.fixNode000_000(1)
# Load definition.
lp0 = modelSpace.newLoadPattern(name='0')
lp0.newNodalLoad(2, xc.Vector([F, 0, 0, 0, 0, 0]))
# We add the load case to domain.
modelSpace.addLoadCaseToDomain(lp0.name)
import os
os.system("rm -r -f /tmp/test09.db")
db = feProblem.newDatabase("BerkeleyDB", "/tmp/test09.db")
db.save(100)
feProblem.clearAll()
kPlBaja= 20*12*Ehorm*Ibaja/(Hbaja**3)
kPl1a= 20*12*Ehorm*I1a/(H**3)
kPl2a= kPl1a
kPl3a= 20*12*Ehorm*I3a/(H**3)
kPl4a= kPl3a
feProblem= xc.FEProblem()
preprocessor= feProblem.getPreprocessor
nodes= preprocessor.getNodeHandler
# Problem type
modelSpace= predefined_spaces.StructuralMechanics2D(nodes)
nodes.defaultTag= 0
nod= nodes.newNodeXY(0,0)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([0,1,2]))
nod= nodes.newNodeXY(0,4)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([1,2]))
nod= nodes.newNodeXY(0,4+3)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([1,2]))
nod= nodes.newNodeXY(0,4+3+3)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([1,2]))
nod= nodes.newNodeXY(0,4+3+3+3)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([1,2]))
nod= nodes.newNodeXY(0,4+3+3+3+3)
nod.mass= nodeMassMatrix
nod.setProp("gdlsCoartados",xc.ID([1,2]))
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.SolidMechanics2D(nodes)
n1 = nodes.newNodeIDXY(1, 0, 0)
n2 = nodes.newNodeIDXY(2, 2, 0)
n2.setTrialDisp(xc.Vector([0.002, 0.003]))
n3 = nodes.newNodeIDXY(3, 2, 1)
n3.setTrialDisp(xc.Vector([0.006, 0.0032]))
n4 = nodes.newNodeIDXY(4, 0, 1)
elast2d = typical_materials.defElasticIsotropicPlaneStress(
preprocessor, "elast2d", E, nu, rho)
# Elements definition
elements = preprocessor.getElementHandler
elements.defaultMaterial = elast2d.name
quad4n = elements.newElement("FourNodeQuad", xc.ID([1, 2, 3, 4]))
preprocessor.getDomain.commit()
detJ = quad4n.detJ(0.0, 0.0)
avgStress = quad4n.getPhysicalProperties.getCommittedAvgStress
sgMed1 = avgStress[0]
sgMed2 = avgStress[1]
sgMed3 = avgStress[2]
ratio1 = (detJ - 0.5) / 0.5
ratio2 = (sgMed1 - 66920) / 66920
ratio3 = (sgMed2 - 23080) / 23080
ratio4 = (sgMed3 - 40960) / 40960
'''
print("detJ= ",(detJ))
print("sg1= ",(sgMed1))
nodes= preprocessor.getNodeLoader
modelSpace= predefined_spaces.StructuralMechanics3D(nodes)
nodes.newNodeIDXYZ(1,0,0,0)
nodes.newNodeIDXYZ(2,2,0,0)
nodes.newNodeIDXYZ(3,2,1,1)
nodes.newNodeIDXYZ(4,0,1,1)
# Materials definition
memb1= typical_materials.defElasticMembranePlateSection(preprocessor, "memb1",E,nu,dens,h)
elementos= preprocessor.getElementLoader
elementos.defaultMaterial= "memb1"
elem= elementos.newElement("corot_shell_mitc4",xc.ID([1,2,3,4]))
ratio1= (elem.getCoordTransf.getG2Vector-v1).Norm()
ratio2= (elem.getCoordTransf.getG3Vector-v2).Norm()
ratio3= (elem.getCoordTransf.getVPosCentroide-C).Norm()
'''
print "v1= ",v1
print "v2= ",v2
print "ratio1= ",ratio1
print "ratio2= ",ratio2
print "ratio3= ",ratio3
'''
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
n1 = nodes.newNodeIDXYZ(1, p1.x, p1.y, p1.z)
n2 = nodes.newNodeIDXYZ(2, p2.x, p2.y, p2.z)
n3 = nodes.newNodeIDXYZ(3, p3.x, p3.y, p3.z)
n4 = nodes.newNodeIDXYZ(4, p4.x, p4.y, p4.z)
p10 = geom.Pos3d(p1.x, p1.y, p1.z)
n10 = nodes.newNodeIDXYZ(10, p10.x, p10.y, p10.z)
# Materials definition
memb1 = typical_materials.defElasticMembranePlateSection(
preprocessor, "memb1", E, nu, dens, h)
elements = preprocessor.getElementHandler
elements.defaultMaterial = memb1.name
elem = elements.newElement("ShellMITC4", xc.ID([1, 2, 3, 4]))
# Constraints
constraints = preprocessor.getBoundaryCondHandler
modelSpace.fixNode000_FFF(n1.tag)
modelSpace.fixNode000_FFF(n2.tag)
modelSpace.fixNode000_FFF(n3.tag)
modelSpace.fixNode000_FFF(n4.tag)
# modelSpace.fixNode000_000( n1.tag)
# modelSpace.fixNode000_000( n2.tag)
# modelSpace.fixNode000_000( n3.tag)
# modelSpace.fixNode000_000( n4.tag)
# Glued node.
gluedDOFs = [0, 2, 5]
loadOnDOFs = [0, 0, 0, 0, 0, 0]
preprocessor, "elast", EMat, nuMat, espChapa * dens, espChapa)
points = preprocessor.getMultiBlockTopology.getPoints
pt1 = points.newPntIDPos3d(1, geom.Pos3d(0.0, 0.0, 0.0))
pt2 = points.newPntIDPos3d(2, geom.Pos3d(b, 0.0, 0.0))
pt3 = points.newPntIDPos3d(3, geom.Pos3d(b, L, 0.0))
pt4 = points.newPntIDPos3d(4, geom.Pos3d(0, L, 0.0))
surfaces = preprocessor.getMultiBlockTopology.getSurfaces
surfaces.defaultTag = 1
s = surfaces.newQuadSurfacePts(1, 2, 3, 4)
s.nDivI = 4
s.nDivJ = NumDiv
seedElemHandler = preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = elast.name
elem = seedElemHandler.newElement("ShellNLDKGQ", xc.ID([0, 0, 0, 0]))
f1 = preprocessor.getSets.getSet("f1")
f1.genMesh(xc.meshDir.I)
# Constraints
ln = preprocessor.getMultiBlockTopology.getLineWithEndPoints(pt1.tag, pt2.tag)
lNodes = ln.nodes
for n in lNodes:
n.fix(xc.ID([0, 1, 2, 3, 4, 5]), xc.Vector([0, 0, 0, 0, 0,
0])) # UX,UY,UZ,RX,RY,RZ
# Solution procedure
solu = feProblem.getSoluProc
solCtrl = solu.getSoluControl
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.SolidMechanics2D(nodes)
nod1 = nodes.newNodeXY(0.0, 0.0)
nod2 = nodes.newNodeXY(L, 0.0)
# Materials definition
elast = typical_materials.defElasticMaterial(preprocessor, "elast", E)
# Elements definition
elements = preprocessor.getElementHandler
elements.defaultMaterial = elast.name
elements.dimElem = 2 # Dimension of element space
truss = elements.newElement("Truss", xc.ID([nod1.tag, nod2.tag]))
truss.sectionArea = A
# Constraints
constraints = preprocessor.getBoundaryCondHandler
#
spc1 = constraints.newSPConstraint(nod1.tag, 0, 0.0)
spc2 = constraints.newSPConstraint(nod1.tag, 1, 0.0)
spc3 = constraints.newSPConstraint(nod2.tag, 0, 0.0)
spc4 = constraints.newSPConstraint(nod2.tag, 1, 0.0)
# Loads definition
loadHandler = preprocessor.getLoadHandler
lPatterns = loadHandler.getLoadPatterns
# 1 2 5
n1 = nodes.newNodeIDXY(1, 0, 0)
n2 = nodes.newNodeIDXY(2, 1, 0)
n3 = nodes.newNodeIDXY(3, 1, 1)
n4 = nodes.newNodeIDXY(4, 0, 1)
n6 = nodes.newNodeIDXY(5, 2, 1)
n7 = nodes.newNodeIDXY(6, 2, 2)
n8 = nodes.newNodeIDXY(7, 1, 2)
elast2d = typical_materials.defElasticIsotropicPlaneStress(
preprocessor, "elast2d", E, nu, rho)
# Elements definition
elementos = preprocessor.getElementLoader
elementos.defaultMaterial = "elast2d"
a = elementos.newElement("quad4n", xc.ID([1, 2, 3, 4]))
b = elementos.newElement("quad4n", xc.ID([3, 5, 6, 7]))
totalSet = preprocessor.getSets.getSet('total')
polygons = totalSet.getElements.getContours(True)
length = polygons[0].getLongitud() + polygons[1].getLongitud()
ratio1 = (length - 8.0) / 8.0
'''
print "lentgh= ",length
print "ratio1= ",ratio1
'''
import os
fname = os.path.basename(__file__)
Ly = 1
Lz = 1
# Problem type
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
nod0 = nodes.newNodeIDXYZ(0, 0, 0, 0)
nod1 = nodes.newNodeXYZ(0, -Ly, 0)
nod2 = nodes.newNodeXYZ(0, -Ly, -Lz)
nod3 = nodes.newNodeXYZ(Lx, -Ly, -Lz)
nod3.mass = nodeMassMatrix
constraints = preprocessor.getBoundaryCondHandler
nod0.fix(xc.ID([0, 1, 2, 3, 4, 5]), xc.Vector([0, 0, 0, 0, 0, 0]))
# Materials definition
scc = typical_materials.defElasticSection3d(preprocessor, "scc", area, EMat,
GMat, Izz, Iyy, Ir)
# Geometric transformation(s)
linX = modelSpace.newLinearCrdTransf("linX", xc.Vector([1, 0, 0]))
linY = modelSpace.newLinearCrdTransf("linY", xc.Vector([0, 1, 0]))
# Elements definition
elements = preprocessor.getElementHandler
elements.defaultTransformation = linX.name
elements.defaultMaterial = scc.name
beam3d = elements.newElement("ElasticBeam3d", xc.ID([0, 1]))
beam3d = elements.newElement("ElasticBeam3d", xc.ID([1, 2]))
onlyIncluded=True)
barr2_rg = gm.IJKRange((lastXpos, 0, lastZpos), (lastXpos, lastYpos, lastZpos))
barr2_kps = gridDeck.getSetPntRange(ijkRange=barr2_rg, setName='barr2_kps')
barr2_ln = sets.get_lines_on_points(setPoints=barr2_kps,
setLinName='barr2_ln',
onlyIncluded=True)
barrs = barr1_ln + barr2_ln
barrs.name = 'barrs'
# Connection between cables and deck
gluedDOFs = [0, 1, 2, 3, 4, 5]
deckElem = shells.elements
cablNod = cables.nodes
for n in cablNod:
nearElem = deckElem.getNearestElement(n.getCurrentPos3d(0.0))
modelSpace.constraints.newGlueNodeToElement(n, nearElem, xc.ID(gluedDOFs))
# ***BOUNDARY CONDITIONS***
execfile(modelDataScriptDir + '/sets_springs.py')
# Regions resting on springs (Winkler elastic foundation)
# wModulus: Winkler modulus of the foundation (springs in Z direction)
# cRoz: fraction of the Winkler modulus to apply for friction in
# the contact plane (springs in X, Y directions)
found_wink_walls = sprbc.ElasticFoundation(wModulus=wModulus_walls, cRoz=0.05)
found_wink_walls.generateSprings(xcSet=setShortWall)
found_wink_walls.generateSprings(xcSet=setLongWall)
found_wink_fill = sprbc.ElasticFoundation(wModulus=wModulus_fill, cRoz=0.05)
found_wink_fill.generateSprings(xcSet=setInsideArea)
# Gluing of slabs
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
nodes.newSeedNode()
# Define materials
typical_materials.defCableMaterial(preprocessor, "cable", E, sigmaPret, 0.0)
''' We define nodes at the points where loads will be applied.
We will not compute stresses so we can use an arbitrary
cross section of unit area.'''
# Seed element definition
seedElemHandler = preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = "cable"
seedElemHandler.dimElem = 3 # Dimension of element space
seedElemHandler.defaultTag = 1 #Number for the next element will be 1.
truss = seedElemHandler.newElement("CorotTruss", xc.ID([1, 2]))
truss.area = area
# seed element definition ends
points = preprocessor.getMultiBlockTopology.getPoints
pt = points.newPntIDPos3d(1, geom.Pos3d(0.0, 0.0, 0.0))
pt = points.newPntIDPos3d(2, geom.Pos3d(lng, lng, 0.0))
lines = preprocessor.getMultiBlockTopology.getLines
lines.defaultTag = 1
l = lines.newLine(1, 2)
l.nDiv = NumDiv
l1 = preprocessor.getSets.getSet("l1")
l1.genMesh(xc.meshDir.I)
# Constraints
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
n1 = nodes.newNodeXYZ(p1.x, p1.y, p1.z)
n2 = nodes.newNodeXYZ(p2.x, p2.y, p2.z)
n3 = nodes.newNodeXYZ(p3.x, p3.y, p3.z)
n4 = nodes.newNodeXYZ(p4.x, p4.y, p4.z)
p10 = geom.Pos3d(0.5, 0.5, 0.0)
n10 = nodes.newNodeXYZ(p10.x, p10.y, p10.z)
# Materials definition
memb1 = typical_materials.defElasticMembranePlateSection(
preprocessor, "memb1", E, nu, dens, h)
elements = preprocessor.getElementHandler
elements.defaultMaterial = memb1.name
elem = elements.newElement("ShellMITC4",
xc.ID([n1.tag, n2.tag, n3.tag, n4.tag]))
# Constraints
constraints = preprocessor.getBoundaryCondHandler
modelSpace.fixNode000_FFF(n1.tag)
modelSpace.fixNode000_FFF(n2.tag)
modelSpace.fixNode000_FFF(n3.tag)
modelSpace.fixNode000_FFF(n4.tag)
#modelSpace.fixNode000_000( n1.tag)
#modelSpace.fixNode000_000( n2.tag)
#modelSpace.fixNode000_000( n3.tag)
#modelSpace.fixNode000_000( n4.tag)
#Glued node.
gluedDOFs = [0, 1, 2, 3, 4, 5]
loadOnDOFs = [0, 0, 0, 0, 0, 0]
n5 = nodes.newNodeXYZ(0.5, 0, 0) # mid-side nodes counter-clockwise
n6 = nodes.newNodeXYZ(1, 0.5, 0)
n7 = nodes.newNodeXYZ(0.5, 1, 0)
n8 = nodes.newNodeXYZ(0, 0.5, 0)
n9 = nodes.newNodeXYZ(0.5, 0.5, 0) # central node.
# Materials definition
memb1 = typical_materials.defElasticMembranePlateSection(
preprocessor, "memb1", E, nu, dens, h)
elements = preprocessor.getElementHandler
elements.defaultMaterial = "memb1"
elem = elements.newElement(
"ShellMITC9",
xc.ID([
n1.tag, n2.tag, n3.tag, n4.tag, n5.tag, n6.tag, n7.tag, n8.tag, n9.tag
]))
ratio0 = (elem.getArea(True) - 1)
ratio1 = (elem.getCoordTransf.getG2Vector - v1).Norm()
ratio2 = (elem.getCoordTransf.getG3Vector - v2).Norm()
'''
print "area= ",elem.getArea(True)
print "v1= ",v1
print "elem.v1= ", elem.getCoordTransf.getG2Vector
print "ratio1= ",ratio1
print "v2= ",v2
print "elem.v2= ", elem.getCoordTransf.getG3Vector
print "ratio2= ",ratio2
'''
E=EdiagCable,
prestress=sigmaPrestrSaddCable,
rho=rhoSaddCable)
# Plotting of CAD entities
# from postprocess.xcVtk.CAD_model import vtk_CAD_graphic
# displaySettings= vtk_CAD_graphic.DisplaySettingsBlockTopo()
# totalSet= prep.getSets.getSet('total')
# displaySettings.displayBlocks(setToDisplay=totalSet,caption= 'Model grid')
# Seed element for struts
seedElemHandler = prep.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = "strutMat"
seedElemHandler.dimElem = 3
seedElemHandler.defaultTag = 1
strutTruss = seedElemHandler.newElement("CorotTruss", xc.ID([0, 0]))
strutTruss.sectionArea = strutArea
strutSet.genMesh(xc.meshDir.I)
# Seed element for diagonal cables
seedElemHandler = prep.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = "diagCableMat"
seedElemHandler.dimElem = 3 # three-dimensional space
seedElemHandler.defaultTag = 1
diagTruss = seedElemHandler.newElement("CorotTruss", xc.ID([0, 0]))
diagTruss.sectionArea = diagArea
diagSet.genMesh(xc.meshDir.I)
# Seed element for saddle cables
seedElemHandler = prep.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = "saddCableMat"
seedElemHandler.dimElem = 3
seedElemHandler.defaultTag = 1
nodeHandler = preprocessor.getNodeHandler
nodeHandler.dimSpace = 1 # One coordinate for each node.
nodeHandler.numDOFs = 1 # One degree of freedom for each node.
n1 = nodeHandler.newNodeX(1)
n2 = nodeHandler.newNodeX(1.0 + l)
# Materials definition
elast = typical_materials.defElasticMaterial(preprocessor, "elast", K)
# Elements definition
elements = preprocessor.getElementHandler
elements.defaultMaterial = "elast"
elements.dimElem = 1 #Element dimension.
elements.defaultTag = 1
zl = elements.newElement("ZeroLength", xc.ID([n1.tag, n2.tag]))
# Constraints
constraints = preprocessor.getBoundaryCondHandler
spc = constraints.newSPConstraint(n1.tag, 0, 0.0) # Node 1
# Loads definition
loadHandler = preprocessor.getLoadHandler
lPatterns = loadHandler.getLoadPatterns
#Load modulation.
ts = lPatterns.newTimeSeries("constant_ts", "ts")
lPatterns.currentTimeSeries = "ts"
#Load case definition
lp0 = lPatterns.newLoadPattern("default", "0")
#lPatterns.currentLoadPattern= "0"
nl = lp0.newNodalLoad(n2.tag, xc.Vector([F]))
fiberSectionRepr.setGeomNamed("geomCuadFibrasTN")
cuadFibrasTN.setupFibers()
A = cuadFibrasTN.getFibers().getSumaAreas(1.0)
agg = materiales.newMaterial("section_aggregator", "cuadFibras")
agg.setSection("cuadFibrasTN")
agg.setAdditions(["T", "Vy", "Vz"], ["respT", "respVy", "respVz"])
# Respuestas a torsión y cortantes.
# Elements definition
elementos = preprocessor.getElementLoader
elementos.defaultTransformation = "lin"
elementos.defaultMaterial = "cuadFibras"
elementos.numSections = 2 # Número de secciones a lo largo del elemento.
elementos.defaultTag = 1
el = elementos.newElement("force_beam_column_3d", xc.ID([1, 2]))
# Constraints
coacciones = preprocessor.getConstraintLoader
fix_node_6dof.fixNode6DOF(coacciones, 1)
# Loads definition
cargas = preprocessor.getLoadLoader
casos = cargas.getLoadPatterns
#Load modulation.
ts = casos.newTimeSeries("constant_ts", "ts")
casos.currentTimeSeries = "ts"
#Load case definition
lp0 = casos.newLoadPattern("default", "0")
casos.currentLoadPattern = "0"
mesh = prueba.getDomain.getMesh
## Lines
lineHandler= preprocessor.getMultiBlockTopology.getLines
l1= lineHandler.newLine(p0.tag,p1.tag)
l1.nDiv= 2
totalMass= shape.get('P')*span
totalWeight= totalMass*9.81
# Mesh
modelSpace= predefined_spaces.StructuralMechanics2D(nodes)
trfs= preprocessor.getTransfCooHandler
lin= trfs.newLinearCrdTransf2d("lin")
seedElemHandler= preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial= xcSection.name
seedElemHandler.defaultTransformation= lin.name
elem= seedElemHandler.newElement("ElasticBeam2d",xc.ID([0,0]))
xcTotalSet= preprocessor.getSets.getSet('total')
mesh= xcTotalSet.genMesh(xc.meshDir.I)
# Constraints
modelSpace.fixNode00F(p0.getNode().tag)
modelSpace.fixNodeF0F(p1.getNode().tag)
# Actions
loadCaseManager= load_cases.LoadCaseManager(preprocessor)
loadCaseNames= ['deadLoad']
loadCaseManager.defineSimpleLoadCases(loadCaseNames)
## Dead load.
cLC= loadCaseManager.setCurrentLoadCase('deadLoad')
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.SolidMechanics3D(nodes)
nod9 = nodes.newNodeIDXYZ(9, 0, 0, 0)
nod10 = nodes.newNodeIDXYZ(10, 1, 0, 0)
nod11 = nodes.newNodeIDXYZ(11, 1, 1, 0)
nod12 = nodes.newNodeIDXYZ(12, 0, 1, 0)
nod13 = nodes.newNodeIDXYZ(13, 0, 0, 1)
nod14 = nodes.newNodeIDXYZ(14, 1, 0, 1)
nod15 = nodes.newNodeIDXYZ(15, 1, 1, 1)
nod16 = nodes.newNodeIDXYZ(16, 0, 1, 1)
elements = preprocessor.getElementHandler
elements.defaultMaterial = "elast3d"
elements.defaultTag = 1 #Tag for the next element.
brick = elements.newElement("Brick", xc.ID([9, 10, 11, 12, 13, 14, 15, 16]))
constraints = preprocessor.getBoundaryCondHandler
#Constrain the displacement of node 1.
nod9.fix(xc.ID([0, 1, 2]), xc.Vector([0, 0, 0]))
nod10.fix(xc.ID([0, 1, 2]), xc.Vector([0, 0, 0]))
nod11.fix(xc.ID([0, 1, 2]), xc.Vector([0, 0, 0]))
nod12.fix(xc.ID([0, 1, 2]), xc.Vector([0, 0, 0]))
# Loads definition
cargas = preprocessor.getLoadHandler
casos = cargas.getLoadPatterns
#Load modulation.
ts = casos.newTimeSeries("constant_ts", "ts")
casos.currentTimeSeries = "ts"
# Nodes
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
nodes.defaultTag = 1 # First node number.
nod1 = nodes.newNodeXYZ(0, 0.0, 0.0)
nod2 = nodes.newNodeXYZ(L / 2.0, 0.0, 0.0)
nod3 = nodes.newNodeXYZ(L, 0.0, 0.0)
lin = modelSpace.newLinearCrdTransf("lin", xc.Vector([0, 1, 0]))
elements = preprocessor.getElementHandler
elements.defaultTransformation = lin.name
elements.defaultMaterial = section.name
elements.defaultTag = 1 # Tag for next element.
beam3d = elements.newElement("ElasticBeam3d", xc.ID([nod1.tag, nod2.tag]))
# Constraints
modelSpace.fixNode000_000(1)
rr = preprocessor.getBoundaryCondHandler.newRigidBeam(nod2.tag, nod3.tag)
# Loads definition
lp0 = modelSpace.newLoadPattern(name='0')
lp0.newNodalLoad(2, xc.Vector([F, 0, 0, 0, 0, 0]))
# We add the load case to domain.
modelSpace.addLoadCaseToDomain(lp0.name)
# Solution
import os
# Problem type
modelSpace= predefined_spaces.StructuralMechanics3D(nodes)
n1= nodes.newNodeXYZ(p1.x,p1.y,p1.z)
n2= nodes.newNodeXYZ(p2.x,p2.y,p2.z)
n3= nodes.newNodeXYZ(p3.x,p3.y,p3.z)
n4= nodes.newNodeXYZ(p4.x,p4.y,p4.z)
pA= geom.Pos3d(0.5,0.5,0.0)
nA= nodes.newNodeXYZ(pA.x,pA.y,pA.z)
# Materials definition
memb1= typical_materials.defElasticMembranePlateSection(preprocessor, "memb1",E,nu,dens,h)
elements= preprocessor.getElementHandler
elements.defaultMaterial= memb1.name
elem= elements.newElement("ShellMITC4",xc.ID([n1.tag,n2.tag,n3.tag,n4.tag]))
# Constraints
constraints= preprocessor.getBoundaryCondHandler
modelSpace.fixNode000_FFF(n1.tag)
modelSpace.fixNode000_FFF(n2.tag)
modelSpace.fixNode000_FFF(n3.tag)
modelSpace.fixNode000_FFF(n4.tag)
# modelSpace.fixNode000_000( 1)
# modelSpace.fixNode000_000( 2)
# modelSpace.fixNode000_000( 3)
# modelSpace.fixNode000_000( 4)
# Glued node.
gluedDOFs= [0,1,2,3,4,5]
loadOnDOFs= [0,0,0,0,0,0]
prep= prueba.getPreprocessor
nodos= prep.getNodeHandler
predefined_spaces.gdls_resist_materiales3D(nodos)
nodos.newNodeIDXYZ(1,0,0,0)
nodos.newNodeIDXYZ(2,L,0,0)
nodos.newNodeIDXYZ(3,L,L,0)
nodos.newNodeIDXYZ(4,0,L,0)
# Definimos materiales
memb1= typical_materials.defElasticMembranePlateSection(prep,"memb1",E,nu,dens,h)
elementos= prep.getElementHandler
elementos.defaultMaterial= "memb1"
elem= elementos.newElement("shell_mitc4",xc.ID([1,2,3,4]))
# Condiciones de contorno
coacciones= prep.getBoundaryCondHandler
fix_node_6dof.fixNode6DOF(coacciones,1)
fix_node_6dof.fixNode6DOF(coacciones,2)
# Definimos cargas
cargas= prep.getLoadHandler
casos= cargas.getLoadPatterns
#Load modulation.
pt2= puntos.newPntIDPos3d(2, geom.Pos3d(b,0.0,0) )
pt3= puntos.newPntIDPos3d(3, geom.Pos3d(b,L,0) )
pt4= puntos.newPntIDPos3d(4, geom.Pos3d(0,L,0) )
surfaces= preprocessor.getCad.getSurfaces
surfaces.defaultTag= 1
s= surfaces.newQuadSurfacePts(1,2,3,4)
s.nDivI= 1
s.nDivJ= NumDiv
nodes.newSeedNode()
seedElemLoader= preprocessor.getElementLoader.seedElemLoader
seedElemLoader.defaultMaterial= "elast"
seedElemLoader.defaultTag= 1
elem= seedElemLoader.newElement("shell_mitc4",xc.ID([0,0,0,0]))
f1= preprocessor.getSets.getSet("f1")
f1.genMesh(xc.meshDir.I)
# Constraints
ln= preprocessor.getCad.getLineWithEndPoints(pt1.tag,pt2.tag)
lNodes= ln.getNodes()
for n in lNodes:
n.fix(xc.ID([0,1,2,3,4,5]),xc.Vector([0,0,0,0,0,0])) # UX,UY,UZ,RX,RY,RZ
# Procedimiento de solución
solu= prueba.getSoluProc
solCtrl= solu.getSoluControl
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
# Define materials
elast = typical_materials.defElasticMaterial(preprocessor, "elast", E)
nodes.newSeedNode()
# Define materials
nmb1 = typical_materials.defElasticMembranePlateSection(
preprocessor, "memb1", E, nu, 0.0, thickness)
seedElemHandler = preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = "memb1"
seedElemHandler.defaultTag = 1
elem = seedElemHandler.newElement("ShellMITC4", xc.ID([0, 0, 0, 0]))
points = preprocessor.getMultiBlockTopology.getPoints
pt = points.newPntIDPos3d(1, geom.Pos3d(0.0, 0.0, 0.0))
pt = points.newPntIDPos3d(2, geom.Pos3d(CooMaxX, 0.0, 0.0))
pt = points.newPntIDPos3d(3, geom.Pos3d(CooMaxX, CooMaxY, 0.0))
pt = points.newPntIDPos3d(4, geom.Pos3d(0.0, CooMaxY, 0.0))
surfaces = preprocessor.getMultiBlockTopology.getSurfaces
surfaces.defaultTag = 1
s = surfaces.newQuadSurfacePts(1, 2, 3, 4)
s.nDivI = NumDivI
s.nDivJ = NumDivJ
#Constraints.
f1 = preprocessor.getSets.getSet("f1")
f1.genMesh(xc.meshDir.I)
nod= nodes.newNodeXY(2*a+l,0.0)
# Geometric transformations
lin= modelSpace.newLinearCrdTransf("lin")
# Materials definition
scc= typical_materials.defElasticSection2d(preprocessor, "scc",A,E,I)
# Elements definition
elements= preprocessor.getElementHandler
elements.defaultTransformation= "lin"
elements.defaultMaterial= "scc"
# sintaxis: beam2d_02[<tag>]
elements.defaultTag= 1 #Tag for next element.
beam2d= elements.newElement("ElasticBeam2d",xc.ID([1,2]))
beam2d.h= h
beam2d= elements.newElement("ElasticBeam2d",xc.ID([2,3]))
beam2d.h= h
beam2d= elements.newElement("ElasticBeam2d",xc.ID([3,4]))
beam2d.h= h
beam2d= elements.newElement("ElasticBeam2d",xc.ID([4,5]))
beam2d.h= h
# Constraints
constraints= preprocessor.getBoundaryCondHandler
#
spc= constraints.newSPConstraint(2,0,0.0) # Node 2
def genMesh(self,nodes,springMaterials):
self.defineWireframeModel(nodes)
nodes.newSeedNode()
preprocessor= self.modelSpace.preprocessor
trfs= preprocessor.getTransfCooHandler
transformationName= self.name+'LinearTrf'
self.trf= trfs.newLinearCrdTransf2d(transformationName)
wallMatData= typical_materials.MaterialData(name=self.name+'Concrete',E=self.concrete.getEcm(),nu=0.2,rho=2500)
foundationSection= section_properties.RectangularSection(self.name+"FoundationSection",self.b,self.footingThickness)
foundationMaterial= foundationSection.defElasticShearSection2d(preprocessor,wallMatData) #Foundation elements material.
elementSize= 0.2
seedElemHandler= preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial= foundationSection.sectionName
seedElemHandler.defaultTransformation= transformationName
seedElem= seedElemHandler.newElement("ElasticBeam2d",xc.ID([0,0]))
self.wallSet= preprocessor.getSets.defSet("wallSet")
self.heelSet= preprocessor.getSets.defSet("heelSet")
self.toeSet= preprocessor.getSets.defSet("toeSet")
self.foundationSet= preprocessor.getSets.defSet("foundationSet")
for lineName in ['heel','toe']:
l= self.wireframeModelLines[lineName]
l.setElemSize(elementSize)
l.genMesh(xc.meshDir.I)
for e in l.getElements():
self.foundationSet.getElements.append(e)
self.wallSet.getElements.append(e)
if(lineName=='heel'):
self.heelSet.getElements.append(e)
else:
self.toeSet.getElements.append(e)
self.foundationSet.fillDownwards()
stemSection= section_properties.RectangularSection(self.name+"StemSection",self.b,(self.stemTopWidth+self.stemBottomWidth)/2.0)
stemMaterial= stemSection.defElasticShearSection2d(preprocessor,wallMatData) #Stem elements material.
self.stemSet= preprocessor.getSets.defSet("stemSet")
for lineName in ['stem']:
l= self.wireframeModelLines[lineName]
l.setElemSize(elementSize)
seedElemHandler.defaultMaterial= stemSection.sectionName
l.genMesh(xc.meshDir.I)
for e in l.getElements():
y= -e.getPosCentroid(True).y
h= self.getDepth(y)
stemSection.h= h
e.sectionProperties= stemSection.getCrossSectionProperties2D(wallMatData)
self.stemSet.getElements.append(e)
self.wallSet.getElements.append(e)
# Springs on nodes.
self.foundationSet.computeTributaryLengths(False)
self.fixedNodes= []
elasticBearingNodes= self.foundationSet.getNodes
kX= springMaterials[0] #Horizontal
kSx= kX.E
kY= springMaterials[1] #Vertical
kSy= kY.E
lngTot= 0.0
for n in elasticBearingNodes:
lT= n.getTributaryLength()
lngTot+= lT
#print "tag= ", n.tag, " lT= ", lT
#print "before k= ", kY.E
kX.E= kSx*lT
kY.E= kSy*lT
fixedNode, newElem= self.modelSpace.setBearing(n.tag,["kX","kY"])
self.fixedNodes.append(fixedNode)
self.stemSet.fillDownwards()
self.wallSet.fillDownwards()
NumDiv = 25
CooMax = 10
# Problem type
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
nodes = preprocessor.getNodeHandler
modelSpace = predefined_spaces.SolidMechanics3D(nodes)
# Define materials
elast = typical_materials.defElasticMaterial(preprocessor, "elast", 3000)
seedElemHandler = preprocessor.getElementHandler.seedElemHandler
seedElemHandler.defaultMaterial = elast.name
seedElemHandler.dimElem = 3 # Dimension of element space
seedElemHandler.defaultTag = 1 #Tag for the next element.
truss = seedElemHandler.newElement("Truss", xc.ID([0, 0]))
truss.sectionArea = 10.0
points = preprocessor.getMultiBlockTopology.getPoints
pt = points.newPntIDPos3d(1, geom.Pos3d(0.0, 0.0, 0.0))
pt = points.newPntIDPos3d(2, geom.Pos3d(CooMax, CooMax, CooMax))
lines = preprocessor.getMultiBlockTopology.getLines
lines.defaultTag = 1
l1 = lines.newLine(1, 2)
l1.nDiv = NumDiv
length = l1.getLength()
l1.splitAtLambda(0.5)
length1 = l1.getLength()
#it is a generic section created to be assigned to the elements specified
#its stress and strain state is neutral (if we ask this section for stress or strain
#values the result is always 0)
materialHandler= preprocessor.getMaterialHandler
sctFibers= materialHandler.newMaterial("fiber_section_3d","sctFibers")
fiberSectionRepr= sctFibers.getFiberSectionRepr()
fiberSectionRepr.setGeomNamed("geomSectFibers")
sctFibers.setupFibers()
# Elements definition
elements= preprocessor.getElementHandler
elements.defaultMaterial='sctFibers'
elements.dimElem= 1 # Dimension of element space
elements.defaultTag= 1
elem= elements.newElement("ZeroLengthSection",xc.ID([1,2]))
# Constraints
modelSpace.fixNode000_000(1)
modelSpace.fixNodeF00_0F0(2)
# Loads definition
cargas= preprocessor.getLoadHandler #loads container
casos= cargas.getLoadPatterns
#Load modulation.
ts= casos.newTimeSeries("constant_ts","ts")
casos.currentTimeSeries= "ts"
#Load case definition
lp0= casos.newLoadPattern("default","0")
pointLoad=xc.Vector([0,0,0,0,M_y,0])
sectionProperties.E = E
sectionProperties.G = G
sectionProperties.Iz = Iz
sectionProperties.Iy = Iy
sectionProperties.J = J
seccion = typical_materials.defElasticSectionFromMechProp3d(
preprocessor, "seccion", sectionProperties)
# Geometric transformation(s)
lin = modelSpace.newLinearCrdTransf("lin", xc.Vector([0, -1, 0]))
# Elements definition
elements = preprocessor.getElementLoader
elements.defaultTransformation = "lin"
elements.defaultMaterial = "seccion"
elements.defaultTag = 1 #Tag for the next element.
beam3d = elements.newElement("ElasticBeam3d", xc.ID([1, 2]))
# Constraints
modelSpace.fixNode000_000(1)
# Loads definition
cargas = preprocessor.getLoadLoader
casos = cargas.getLoadPatterns
#Load modulation.
ts = casos.newTimeSeries("constant_ts", "ts")
casos.currentTimeSeries = "ts"
#Load case definition
lp0 = casos.newLoadPattern("default", "0")
#casos.currentLoadPattern= "0"
eleLoad = lp0.newElementalLoad("beam3d_uniform_load")
eleLoad.elementTags = xc.ID([1])
