.. _examples-ancfcontactcircle2: ********************* ANCFcontactCircle2.py ********************* You can view and download this file on Github: `ANCFcontactCircle2.py `_ .. code-block:: python :linenos: #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ # This is an EXUDYN example # # Details: ANCF Cable2D contact test # # Author: Johannes Gerstmayr # Date: 2019-10-01 # # Copyright:This file is part of Exudyn. Exudyn is free software. You can redistribute it and/or modify it under the terms of the Exudyn license. See 'LICENSE.txt' for more details. # #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ import exudyn as exu from exudyn.utilities import * #includes itemInterface and rigidBodyUtilities import exudyn.graphics as graphics #only import if it does not conflict SC = exu.SystemContainer() mbs = SC.AddSystem() L=2 # length of ANCF element in m pCircle = [0.65*L,-0.5,0] pCircle2 = [0.25*L,-0.15,0] circleRadius=0.3 circleRadius2=0.1 #background rect = [-0.5,-1,2.5,1] #xmin,ymin,xmax,ymax background1 = {'type':'Line', 'color':[0.1,0.1,0.8,1], 'data':[0,-1,0, 2,-1,0]} #background background = [GraphicsDataRectangle(-0.5,-1,2.5,1, color=graphics.color.blue)] background += [graphics.Lines([[0,-1,0], [2,-1,0]], color=graphics.color.green)] background += [graphics.Circle(point=pCircle, radius = circleRadius-0.002, color=graphics.color.blue)] #not necessary, as it is drawn by connector background += [graphics.Circle(point=pCircle2, radius = circleRadius2-0.002, color=graphics.color.blue)] #not necessary, as it is drawn by connector background += [graphics.Text(point=[0.,0.2,0], text = 'ANCF contact with circle', color=graphics.color.black)] oGround=mbs.AddObject(ObjectGround(referencePosition= [0,0,0], visualization=VObjectGround(graphicsData= background))) #+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ #cable: mypi = 3.141592653589793 #L=mypi # length of ANCF element in m E=2.07e11 # Young's modulus of ANCF element in N/m^2 rho=7800 # density of ANCF element in kg/m^3 b=0.001 # width of rectangular ANCF element in m h=0.001 # height of rectangular ANCF element in m A=b*h # cross sectional area of ANCF element in m^2 I=b*h**3/12 # second moment of area of ANCF element in m^4 f=3*E*I/L**2 # tip load applied to ANCF element in N print("load f="+str(f)) print("EI="+str(E*I)) nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0,0,0])) #ground node for coordinate constraint mGround = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nGround, coordinate=0)) #Ground node ==> no action cableList=[] #for cable elements nodeList=[] #for nodes of cable markerList=[] #for nodes nc0 = mbs.AddNode(Point2DS1(referenceCoordinates=[0,0,1,0])) nodeList+=[nc0] nElements = 8*4 #8,16,32,64 lElem = L / nElements for i in range(nElements): nLast = mbs.AddNode(Point2DS1(referenceCoordinates=[lElem*(i+1),0,1,0])) nodeList+=[nLast] elem=mbs.AddObject(Cable2D(physicsLength=lElem, physicsMassPerLength=rho*A, physicsBendingStiffness=E*I, physicsAxialStiffness=E*A*0.1, nodeNumbers=[int(nc0)+i,int(nc0)+i+1])) cableList+=[elem] mANCF0 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nc0, coordinate=0)) mANCF1 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nc0, coordinate=1)) mANCF2 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nc0, coordinate=3)) mbs.AddObject(CoordinateConstraint(markerNumbers=[mGround,mANCF0])) mbs.AddObject(CoordinateConstraint(markerNumbers=[mGround,mANCF1])) mbs.AddObject(CoordinateConstraint(markerNumbers=[mGround,mANCF2])) #add gravity: markerList=[] for i in range(len(nodeList)): m = mbs.AddMarker(MarkerNodePosition(nodeNumber=nodeList[i])) markerList+=[m] fact = 1 #add (half) weight of two elements to node if (i==0) | (i==len(nodeList)-1): fact = 0.5 # first and last node only weighted half mbs.AddLoad(Force(markerNumber = m, loadVector = [0, -400*rho*A*fact*lElem, 0])) #will be changed in load steps #mANCFend = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nodeList[-1], coordinate=1)) #last marker #mbs.AddObject(CoordinateConstraint(markerNumbers=[mGround,mANCFend])) #mGroundTip = mbs.AddMarker(MarkerBodyPosition(bodyNumber = oGround, localPosition=[L,0,0])) #mbs.AddObject(CartesianSpringDamper(markerNumbers=[mGroundTip,markerList[-1]], stiffness=[10,10,10], damping=[0.1,0.1,0.1])) #mGroundTip2 = mbs.AddMarker(MarkerBodyPosition(bodyNumber = oGround, localPosition=[L,0.2,0])) #mbs.AddObject(SpringDamper(markerNumbers=[mGroundTip2,markerList[-1]], stiffness=0.1, referenceLength=0.2)) #mANCFLast = mbs.AddMarker(MarkerNodePosition(nodeNumber=nLast)) #force #mbs.AddLoad(Force(markerNumber = mANCFLast, loadVector = [0, -1e8, 0])) #will be changed in load steps #mANCFrigid = mbs.AddMarker(MarkerBodyRigid(bodyNumber=elem, localPosition=[lElem,0,0])) #local position L = beam tip #mbs.AddLoad(Torque(markerNumber = mANCFrigid, loadVector = [0, 0, E*I*1*mypi])) #mANCFnode = mbs.AddMarker(MarkerNodeRigid(nodeNumber=nLast)) #local position L = beam tip #mbs.AddLoad(Torque(markerNumber = mANCFnode, loadVector = [0, 0, 3*E*I*1*mypi])) cStiffness = 1e3 cDamping = 0.02*cStiffness*0 useContact = False if useContact: tipContact = False if tipContact: nodeData = mbs.AddNode(NodeGenericData(initialCoordinates=[0],numberOfDataCoordinates=1)) mbs.AddObject(ObjectContactCoordinate(markerNumbers=[mGround, mANCFend],nodeNumber = nodeData, contactStiffness = cStiffness, contactDamping=cDamping, offset = -0.8)) else: for i in range(len(nodeList)): mNC = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nodeList[i], coordinate=1)) nodeData = mbs.AddNode(NodeGenericData(initialCoordinates=[1],numberOfDataCoordinates=1)) #start with gap! mbs.AddObject(ObjectContactCoordinate(markerNumbers=[mGround, mNC], nodeNumber = nodeData, contactStiffness = cStiffness, contactDamping=cDamping, offset = -1)) useCircleContact = True if useCircleContact: nSegments = 8 #4; number of contact segments; must be consistent between nodedata and contact element initialGapList = [0.1]*nSegments #initial gap of 0.1 mGroundCircle = mbs.AddMarker(MarkerBodyPosition(bodyNumber = oGround, localPosition=pCircle)) mGroundCircle2 = mbs.AddMarker(MarkerBodyPosition(bodyNumber = oGround, localPosition=pCircle2)) #mCable = mbs.AddMarker(MarkerBodyCable2DShape(bodyNumber=elem, numberOfSegments = nSegments)) #nodeDataContactCable = mbs.AddNode(NodeGenericData(initialCoordinates=initialGapList,numberOfDataCoordinates=nSegments)) #mbs.AddObject(ObjectContactCircleCable2D(markerNumbers=[mGroundCircle, mCable], nodeNumber = nodeDataContactCable, # numberOfContactSegments=nSegments, contactStiffness = cStiffness, contactDamping=cDamping, # circleRadius = 0.4, offset = 0)) for i in range(len(cableList)): #print("cable="+str(cableList[i])) mCable = mbs.AddMarker(MarkerBodyCable2DShape(bodyNumber=cableList[i], numberOfSegments = nSegments)) #print("mCable="+str(mCable)) nodeDataContactCable = mbs.AddNode(NodeGenericData(initialCoordinates=initialGapList,numberOfDataCoordinates=nSegments)) mbs.AddObject(ObjectContactCircleCable2D(markerNumbers=[mGroundCircle, mCable], nodeNumber = nodeDataContactCable, numberOfContactSegments=nSegments, contactStiffness = cStiffness, contactDamping=cDamping, circleRadius = circleRadius, offset = 0)) nodeDataContactCable = mbs.AddNode(NodeGenericData(initialCoordinates=initialGapList,numberOfDataCoordinates=nSegments)) mbs.AddObject(ObjectContactCircleCable2D(markerNumbers=[mGroundCircle2, mCable], nodeNumber = nodeDataContactCable, numberOfContactSegments=nSegments, contactStiffness = cStiffness, contactDamping=cDamping, circleRadius = circleRadius2, offset = 0)) #mbs.systemData.Info() mbs.Assemble() print(mbs) simulationSettings = exu.SimulationSettings() #takes currently set values or default values #simulationSettings.solutionSettings.coordinatesSolutionFileName = 'ANCFCable2Dbending' + str(nElements) + '.txt' fact = 10000 simulationSettings.timeIntegration.numberOfSteps = 1*fact simulationSettings.timeIntegration.endTime = 0.001*fact simulationSettings.solutionSettings.writeSolutionToFile = True simulationSettings.solutionSettings.solutionWritePeriod = simulationSettings.timeIntegration.endTime/fact #simulationSettings.solutionSettings.outputPrecision = 4 simulationSettings.displayComputationTime = True simulationSettings.timeIntegration.verboseMode = 1 simulationSettings.timeIntegration.newton.relativeTolerance = 1e-8*10 #10000 simulationSettings.timeIntegration.newton.absoluteTolerance = 1e-10*100 simulationSettings.timeIntegration.newton.useModifiedNewton = False simulationSettings.timeIntegration.newton.maxModifiedNewtonIterations = 5 simulationSettings.timeIntegration.newton.numericalDifferentiation.minimumCoordinateSize = 1 simulationSettings.timeIntegration.newton.numericalDifferentiation.relativeEpsilon = 6.055454452393343e-06*0.1 #eps^(1/3) simulationSettings.timeIntegration.newton.modifiedNewtonContractivity = 1e8 simulationSettings.timeIntegration.generalizedAlpha.useIndex2Constraints = False simulationSettings.timeIntegration.generalizedAlpha.useNewmark = False simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 0.6 #0.6 works well simulationSettings.displayStatistics = True #SC.visualizationSettings.nodes.showNumbers = True SC.visualizationSettings.bodies.showNumbers = False #SC.visualizationSettings.connectors.showNumbers = True SC.visualizationSettings.nodes.defaultSize = 0.01 SC.visualizationSettings.markers.defaultSize = 0.01 SC.visualizationSettings.connectors.defaultSize = 0.01 SC.visualizationSettings.contact.contactPointsDefaultSize = 0.005 SC.visualizationSettings.connectors.showContact = 1 SC.visualizationSettings.general.circleTiling = 64 simulationSettings.solutionSettings.solutionInformation = "ANCF cable with imposed curvature or applied tip force/torque" solveDynamic = False if solveDynamic: SC.renderer.Start() mbs.SolveDynamic(simulationSettings) SC.renderer.DoIdleTasks() SC.renderer.Stop() #safely close rendering window! else: simulationSettings.staticSolver.newton.numericalDifferentiation.relativeEpsilon = 1e-10*100 #can be quite small; WHY? simulationSettings.staticSolver.newton.numericalDifferentiation.doSystemWideDifferentiation = False simulationSettings.staticSolver.verboseMode = 1 simulationSettings.staticSolver.numberOfLoadSteps = 20*2 simulationSettings.staticSolver.loadStepGeometric = True; simulationSettings.staticSolver.loadStepGeometricRange = 5e3; simulationSettings.staticSolver.newton.relativeTolerance = 1e-5*100 #10000 simulationSettings.staticSolver.newton.absoluteTolerance = 1e-10 simulationSettings.staticSolver.newton.maxIterations = 30 #50 for bending into circle simulationSettings.staticSolver.discontinuous.iterationTolerance = 0.1 #simulationSettings.staticSolver.discontinuous.maxIterations = 5 simulationSettings.pauseAfterEachStep = False simulationSettings.staticSolver.stabilizerODE2term = 50 SC.renderer.Start() SC.renderer.DoIdleTasks() mbs.SolveStatic(simulationSettings) #sol = mbs.systemData.GetODE2Coordinates() #n = len(sol) #print('tip displacement: x='+str(sol[n-4])+', y='+str(sol[n-3])) SC.renderer.DoIdleTasks() SC.renderer.Stop() #safely close rendering window!