def Simulate(SC, mbs):
#%%++++++++++++++++++++++++++++++++++++++++++++++++++++++
#assemble system and solve
simulationSettings = exu.SimulationSettings() #takes currently set values or default values
tEnd = 2 #simulation time
h = 1e-3 #step size
simulationSettings.timeIntegration.numberOfSteps = int(tEnd/h)
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.timeIntegration.verboseMode = 1
simulationSettings.timeIntegration.simulateInRealtime = True
SC.visualizationSettings.general.autoFitScene = False
SC.visualizationSettings.window.renderWindowSize=[1600,1200]
SC.visualizationSettings.openGL.multiSampling = 4
# exu.StartRenderer()
# if 'renderState' in exu.sys: #reload old view
# SC.SetRenderState(exu.sys['renderState'])
mbs.WaitForUserToContinue() #stop before simulating
exu.SolveDynamic(mbs, simulationSettings = simulationSettings,
solverType=exu.DynamicSolverType.TrapezoidalIndex2)
def RunSimulationPeriod(self):
cnt = self.counter
deltaT = self.period
h = self.stepSize
mbs = self.mbs
#+++++++++++++++++++++++++++++++++++++++++
#this is the USER PART
self.simulationFunction(self.mbs, self)
#+++++++++++++++++++++++++++++++++++++++++
if self.doTimeIntegration and False: #slow way, always start/stop simulation:
self.simulationSettings.timeIntegration.numberOfSteps = int(
deltaT / h)
self.simulationSettings.timeIntegration.endTime = self.simulationSettings.timeIntegration.startTime + deltaT
exudyn.SolveDynamic(mbs,
self.simulationSettings,
updateInitialValues=True)
self.simulationSettings.timeIntegration.startTime += deltaT
#+++++++++++++++++++++++++++++++++++++++++
#PLOT PART, done every time before simulation starts
self.UpdatePlots()
#+++++++++++++++++++++++++++++++++++++++++
#TIME STEPPING PART
if self.doTimeIntegration and True:
self.simulationSettings.timeIntegration.numberOfSteps = int(
deltaT / h)
self.simulationSettings.timeIntegration.endTime = self.simulationSettings.timeIntegration.startTime + deltaT
mbs.sys['solver'].InitializeSolverInitialConditions(
mbs, self.simulationSettings
) #needed to update simulationSettings in solver
mbs.sys['solver'].SolveSteps(mbs, self.simulationSettings)
#get current values and update initial conditions for next step:
currentState = mbs.systemData.GetSystemState()
mbs.systemData.SetSystemState(
systemStateList=currentState,
configuration=exudyn.ConfigurationType.Initial)
self.simulationSettings.timeIntegration.startTime += deltaT
return self.simulationSettings.timeIntegration.endTime #return current time for dialog
def TestExudyn(x):
#create an environment for mini example
SC = exu.SystemContainer()
mbs = SC.AddSystem()
oGround = mbs.AddObject(ObjectGround(referencePosition=[0, 0, 0]))
nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0, 0, 0]))
testError = 1 #set default error, if failed
exu.Print("start mini example for class ObjectMass1D")
node = mbs.AddNode(
Node1D(referenceCoordinates=[0],
initialCoordinates=[0.],
initialVelocities=[1 * x]))
mass = mbs.AddObject(Mass1D(nodeNumber=node, physicsMass=1))
#assemble and solve system for default parameters
mbs.Assemble()
#exu.SolveDynamic(mbs, exu.SimulationSettings())
h = 1e-6
tEnd = 10
simulationSettings = exu.SimulationSettings()
simulationSettings.timeIntegration.numberOfSteps = int(tEnd / h)
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.solutionSettings.coordinatesSolutionFileName = "coordinatesSolution" + str(
int(x)) + ".txt"
simulationSettings.solutionSettings.writeSolutionToFile = True #no concurrent writing to files ...!
#exu.StartRenderer() #don't do this in parallelization: will crash
exu.SolveDynamic(mbs, simulationSettings)
#exu.StopRenderer() #don't do this in parallelization: will crash
#check result, get current mass position at local position [0,0,0]
result = mbs.GetObjectOutputBody(mass, exu.OutputVariableType.Position,
[0, 0, 0])[0]
print("result ", x, "=", result)
return result
simulationSettings.timeIntegration.newton.useModifiedNewton = True
simulationSettings.timeIntegration.generalizedAlpha.useIndex2Constraints = False
simulationSettings.timeIntegration.generalizedAlpha.useNewmark = False
simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 0.6 #0.6 works well
simulationSettings.solutionSettings.solutionInformation = "rigid body tests"
SC.visualizationSettings.nodes.defaultSize = 0.05
simulationSettings.displayComputationTime = False
#simulationSettings.displayStatistics = True
if exudynTestGlobals.useGraphics:
exu.StartRenderer()
mbs.WaitForUserToContinue()
exu.SolveDynamic(mbs, simulationSettings) #, experimentalNewSolver=True)
#+++++++++++++++++++++++++++++++++++++++++++++
#compute TestModel error for EulerParameters and index2 solver
pos = mbs.GetObjectOutputBody(oRB,
exu.OutputVariableType.Position,
localPosition=[0, 0, 0])
exu.Print('pos=', pos)
u = 0
for i in range(3): #take sum of all coordinates
u += abs(pos[i])
exu.Print('solution of GenericJointTest=', u)
exudynTestGlobals.testError = u - (1.1878327690760586
) #2020-04-22: 1.1878327690760586
groundMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=nGround, coordinate=0))
nodeMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=nMass, coordinate=0))
#Spring-Damper between two marker coordinates
mbs.AddObject(
CoordinateSpringDamper(markerNumbers=[groundMarker, nodeMarker],
stiffness=5000,
damping=80,
springForceUserFunction=springForce))
loadCoord = mbs.AddLoad(LoadCoordinate(
markerNumber=nodeMarker, load=1)) #static linear solution:0.002
#assemble and solve system for default parameters
mbs.Assemble()
exu.SolveDynamic(mbs)
#check result at default integration time
exudynTestGlobals.testResult = mbs.GetNodeOutput(
nMass, exu.OutputVariableType.Displacement)[0]
except BaseException as e:
exu.Print(
"An error occured in test example for ObjectConnectorCoordinateSpringDamper:",
e)
else:
exu.Print(
"example for ObjectConnectorCoordinateSpringDamper completed, test error =",
testError)
def ParameterFunction(parameterSet):
SC = exu.SystemContainer()
mbs = SC.AddSystem()
#default values
mass = 1.6 #mass in kg
spring = 4000 #stiffness of spring-damper in N/m
damper = 8 #old: 8; damping constant in N/(m/s)
u0 = -0.08 #initial displacement
v0 = 1 #initial velocity
force = 80 #force applied to mass
#process parameters
if 'mass' in parameterSet:
mass = parameterSet['mass']
if 'spring' in parameterSet:
spring = parameterSet['spring']
if 'force' in parameterSet:
force = parameterSet['force']
iCalc = 'Ref' #needed for parallel computation ==> output files are different for every computation
if 'computationIndex' in parameterSet:
iCalc = str(parameterSet['computationIndex'])
#print("computation index=",iCalc, flush=True)
L = 0.5 #spring length (for drawing)
n1 = mbs.AddNode(
Point(referenceCoordinates=[L, 0, 0],
initialCoordinates=[u0, 0, 0],
initialVelocities=[v0, 0, 0]))
#ground node
nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0, 0, 0]))
#add mass point (this is a 3D object with 3 coordinates):
massPoint = mbs.AddObject(MassPoint(physicsMass=mass, nodeNumber=n1))
#marker for ground (=fixed):
groundMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=nGround, coordinate=0))
#marker for springDamper for first (x-)coordinate:
nodeMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=n1, coordinate=0))
#spring-damper between two marker coordinates
nC = mbs.AddObject(
CoordinateSpringDamper(markerNumbers=[groundMarker, nodeMarker],
stiffness=spring,
damping=damper))
#add load:
mbs.AddLoad(LoadCoordinate(markerNumber=nodeMarker, load=force))
#add sensor:
sensorFileName = 'solution/paramVarDisplacement' + iCalc + '.txt'
mbs.AddSensor(
SensorObject(objectNumber=nC,
fileName=sensorFileName,
outputVariableType=exu.OutputVariableType.Displacement))
#print("sensorFileName",sensorFileName)
#print(mbs)
mbs.Assemble()
steps = 100 #number of steps to show solution
tEnd = 1 #end time of simulation
simulationSettings = exu.SimulationSettings()
#simulationSettings.solutionSettings.solutionWritePeriod = 5e-3 #output interval general
simulationSettings.solutionSettings.writeSolutionToFile = False
simulationSettings.solutionSettings.sensorsWritePeriod = 2e-3 #output interval of sensors
simulationSettings.timeIntegration.numberOfSteps = steps
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 1 #no damping
exu.SolveDynamic(mbs, simulationSettings)
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#evaluate difference between reference and optimized solution
#reference solution:
dataRef = np.loadtxt('solution/paramVarDisplacementRef.txt',
comments='#',
delimiter=',')
data = np.loadtxt(sensorFileName, comments='#', delimiter=',')
diff = data[:, 1] - dataRef[:, 1]
errorNorm = np.sqrt(np.dot(diff, diff)) / steps * tEnd
if True: #delete files; does not work for parallel, consecutive operation
if iCalc != 'Ref':
os.remove(sensorFileName) #remove files in order to clean up
while (os.path.exists(sensorFileName)
): #wait until file is really deleted -> usually some delay
sleep(0.001) #not nice, but there is no other way than that
del mbs
del SC
return errorNorm
def ParameterFunction(parameterSet):
SC = exu.SystemContainer()
mbs = SC.AddSystem()
#default values
mass = 1.6 #mass in kg
spring = 4000 #stiffness of spring-damper in N/m
damper = 8 #old: 8; damping constant in N/(m/s)
u0 = -0.08 #initial displacement
v0 = 1 #initial velocity
force = 80 #force applied to mass
#process parameters
if 'mass' in parameterSet:
mass = parameterSet['mass']
if 'spring' in parameterSet:
spring = parameterSet['spring']
if 'force' in parameterSet:
force = parameterSet['force']
iCalc = 'Ref' #needed for parallel computation ==> output files are different for every computation
if 'computationIndex' in parameterSet:
iCalc = str(parameterSet['computationIndex'])
#print("computation index=",iCalc, flush=True)
# else:
# print("***********************\nfailed: computationIndex\n***********************\n")
#mass-spring-damper system
L = 0.5 #spring length (for drawing)
# x0=force/spring #static displacement
# print('resonance frequency = '+str(np.sqrt(spring/mass)))
# print('static displacement = '+str(x0))
#node for 3D mass point:
n1 = mbs.AddNode(
Point(referenceCoordinates=[L, 0, 0],
initialCoordinates=[u0, 0, 0],
initialVelocities=[v0, 0, 0]))
#ground node
nGround = mbs.AddNode(NodePointGround(referenceCoordinates=[0, 0, 0]))
#add mass point (this is a 3D object with 3 coordinates):
massPoint = mbs.AddObject(MassPoint(physicsMass=mass, nodeNumber=n1))
#marker for ground (=fixed):
groundMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=nGround, coordinate=0))
#marker for springDamper for first (x-)coordinate:
nodeMarker = mbs.AddMarker(
MarkerNodeCoordinate(nodeNumber=n1, coordinate=0))
#spring-damper between two marker coordinates
nC = mbs.AddObject(
CoordinateSpringDamper(markerNumbers=[groundMarker, nodeMarker],
stiffness=spring,
damping=damper))
#add load:
mbs.AddLoad(LoadCoordinate(markerNumber=nodeMarker, load=force))
#add sensor:
sensorFileName = 'solution/paramVarDisplacement' + iCalc + '.txt'
mbs.AddSensor(
SensorObject(objectNumber=nC,
fileName=sensorFileName,
outputVariableType=exu.OutputVariableType.Displacement))
#print("sensorFileName",sensorFileName)
#print(mbs)
mbs.Assemble()
steps = 1000 #number of steps to show solution
tEnd = 1 #end time of simulation
simulationSettings = exu.SimulationSettings()
#simulationSettings.solutionSettings.solutionWritePeriod = 5e-3 #output interval general
simulationSettings.solutionSettings.writeSolutionToFile = False
simulationSettings.solutionSettings.sensorsWritePeriod = 2e-3 #output interval of sensors
simulationSettings.timeIntegration.numberOfSteps = steps
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 1 #no damping
#exu.StartRenderer() #start graphics visualization
#mbs.WaitForUserToContinue() #wait for pressing SPACE bar to continue
#start solver:
exu.SolveDynamic(mbs, simulationSettings)
#SC.WaitForRenderEngineStopFlag()#wait for pressing 'Q' to quit
#exu.StopRenderer() #safely close rendering window!
# #evaluate final (=current) output values
# u = mbs.GetNodeOutput(n1, exu.OutputVariableType.Position)
# print('displacement=',u)
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#evaluate difference between reference and optimized solution
#reference solution:
dataRef = np.loadtxt('solution/paramVarDisplacementRef.txt',
comments='#',
delimiter=',')
data = np.loadtxt(sensorFileName, comments='#', delimiter=',')
# s = 50 #shift, for testing what happens if signal has phase-shift
# dataRef[0:-s] = dataRef[s:]
if not useFFTfitness:
diff = data[:, 1] - dataRef[:, 1]
errorNorm = np.sqrt(np.dot(diff, diff)) / steps * tEnd
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#draw solution (not during optimization!):
if False:
import matplotlib.pyplot as plt
from matplotlib import ticker
#plt.close('all')
plt.plot(data[:, 0], data[:, 1], 'b-', label='displacement (m)')
ax = plt.gca() # get current axes
ax.grid(True, 'major', 'both')
ax.xaxis.set_major_locator(ticker.MaxNLocator(10))
ax.yaxis.set_major_locator(ticker.MaxNLocator(10))
plt.legend() #show labels as legend
plt.tight_layout()
plt.show()
else:
from exudyn.signal import ComputeFFT
tvec = data[:, 0]
uvec = data[:, 1]
tvecRef = dataRef[:, 0]
uvecRef = dataRef[:, 1]
[freq, mag, phase] = ComputeFFT(tvec, uvec)
[freqRef, magRef, phaseRef] = ComputeFFT(tvecRef, uvecRef)
diff = mag - magRef
#diff = np.log(abs(mag)) - np.log(abs(magRef)) #does not improve convergence
nMag = len(mag)
fRange = freq[-1] - freq[
0] #use frequency range for better reference value
# avrgLength = 51
# def runningMeanFast(x, N):
# return np.convolve(x, np.ones((N,))/N)[(N-1):]
# mag = runningMeanFast(mag, avrgLength)
# magRef = runningMeanFast(magRef, avrgLength)
errorNorm = np.sqrt(np.dot(diff, diff)) / nMag * fRange
# sumV = 0
# p = 2 #higher coefficient has no effect
# for v in diff:
# sumV += v**p
# errorNorm = (sumV**(1/p))/nMag*fRange #higher weight to peaks
# #convolution does not work well:
# sumV = 0
# for i in range(20,len(mag)-5):
# #sumV += -mag[i]*magRef[i]
# sumV += -np.log(abs(mag[i])) * np.log(abs(magRef[i]))
# errorNorm = sumV/nMag*fRange #higher weight to peaks
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#draw solution (not during optimization!):
if False:
from exudyn.plot import PlotFFT
PlotFFT(freq, mag, label='freq') #, logScaleY=False)
PlotFFT(freqRef, magRef, label='freqRef') #, logScaleY=False)
if True: #delete files; does not work for parallel, consecutive operation
if iCalc != 'Ref':
os.remove(sensorFileName) #remove files in order to clean up
while (os.path.exists(sensorFileName)
): #wait until file is really deleted -> usually some delay
sleep(0.001) #not nice, but there is no other way than that
del mbs
del SC
return errorNorm
simulationSettings = exu.SimulationSettings() #takes currently set values or default values
tEnd = 4 #simulation time
h = 1e-3 #step size
simulationSettings.timeIntegration.numberOfSteps = int(tEnd/h)
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.timeIntegration.verboseMode = 1
simulationSettings.timeIntegration.simulateInRealtime = True
SC.visualizationSettings.window.renderWindowSize=[1600,1200]
SC.visualizationSettings.openGL.multiSampling = 4
SC.visualizationSettings.general.autoFitScene = False
exu.StartRenderer()
if 'renderState' in exu.sys: #reload old view
SC.SetRenderState(exu.sys['renderState'])
mbs.WaitForUserToContinue() #stop before simulating
exu.SolveDynamic(mbs, simulationSettings = simulationSettings,
solverType=exu.DynamicSolverType.TrapezoidalIndex2)
SC.WaitForRenderEngineStopFlag() #stop before closing
exu.StopRenderer() #safely close rendering window!
if True:
from exudyn.plot import PlotSensor
PlotSensor(mbs, [sens1],[1])
M = np.block([[mass, 0. * np.eye(3)], [0. * np.eye(3), mass]])
K = np.block([[2 * stif, -stif], [-stif, stif]])
D = np.block([[2 * damp, -damp], [-damp, damp]])
oGenericODE2 = mbs.AddObject(
ObjectGenericODE2(nodeNumbers=[nMass0, nMass1],
massMatrix=M,
stiffnessMatrix=K,
dampingMatrix=D))
mNode1 = mbs.AddMarker(MarkerNodePosition(nodeNumber=nMass1))
mbs.AddLoad(Force(
markerNumber=mNode1,
loadVector=[10, 0, 0])) #static solution=10*(1/5000+1/5000)=0.0004
#assemble and solve system for default parameters
mbs.Assemble()
exu.SolveDynamic(mbs,
solverType=exudyn.DynamicSolverType.TrapezoidalIndex2)
#check result at default integration time
exudynTestGlobals.testResult = mbs.GetNodeOutput(
nMass1, exu.OutputVariableType.Position)[0]
except BaseException as e:
exu.Print("An error occured in test example for ObjectGenericODE2:", e)
else:
exu.Print("example for ObjectGenericODE2 completed, test error =",
testError)
simulationSettings.displayStatistics = True
simulationSettings.linearSolverType = exu.LinearSolverType.EigenSparse
#simulationSettings.linearSolverType = exu.LinearSolverType.EXUdense
#simulationSettings.numberOfThreads = 1 #not available for eigen LU sparse matrix solver
SC.visualizationSettings.nodes.show = True
SC.visualizationSettings.bodies.show = False
SC.visualizationSettings.loads.show = False
SC.visualizationSettings.markers.show = False
SC.visualizationSettings.nodes.defaultSize = 0.2 * 2
SC.visualizationSettings.contour.outputVariable = exu.OutputVariableType.Displacement
SC.visualizationSettings.contour.outputVariableComponent = 0 #y-component
exu.SolveDynamic(mbs,
simulationSettings,
solverType=exudyn.DynamicSolverType.ExplicitMidpoint)
#u = mbs.GetNodeOutput(nBodies-2, exu.OutputVariableType.Position) #tip node
#print('dynamic tip displacement (y)=', u[1]) #dense: -11.085967426937412, sparse:-11.085967426937431
simulationSettings.staticSolver.newton.numericalDifferentiation.relativeEpsilon = 1e-7
simulationSettings.staticSolver.newton.relativeTolerance = 1e-6 * 1e5 # make this large for linear computation
simulationSettings.staticSolver.newton.absoluteTolerance = 1e-1
simulationSettings.staticSolver.verboseMode = 1
exu.SolveStatic(mbs, simulationSettings)
u = mbs.GetNodeOutput(nBodies - 2, exu.OutputVariableType.Position) #tip node
print('static tip displacement (y)=', u[1])
staticError = u[1] - (-0.44056224799446486)
# SC.visualizationSettings.general.drawCoordinateSystem=False
SC.visualizationSettings.general.autoFitScene = False #use loaded render state
useGraphics = True
if useGraphics:
simulationSettings.displayComputationTime = True
simulationSettings.displayStatistics = True
exu.StartRenderer()
if 'renderState' in exu.sys:
SC.SetRenderState(exu.sys['renderState'])
#mbs.WaitForUserToContinue()
else:
simulationSettings.solutionSettings.writeSolutionToFile = False
#exu.SolveDynamic(mbs, simulationSettings, solverType=exu.DynamicSolverType.TrapezoidalIndex2)
exu.SolveDynamic(mbs, simulationSettings, showHints=True)
if True: #use this to reload the solution and use SolutionViewer
from exudyn.interactive import SolutionViewer
SolutionViewer(mbs, runMode=2, runOnStart=True)
u0 = mbs.GetNodeOutput(nRB, exu.OutputVariableType.Displacement)
rot0 = mbs.GetNodeOutput(nRB, exu.OutputVariableType.Rotation)
exu.Print('u0=', u0, ', rot0=', rot0)
result = (abs(u0) + abs(rot0)).sum()
exu.Print('solution of addRevoluteJoint=', result)
# exudynTestGlobals.testError = result - (1.2538806799246283) #2020-07-01: 1.2538806799246283
# exudynTestGlobals.testResult = result
if False: #record animation frames:
SC.visualizationSettings.exportImages.saveImageFileName = "animation/frame"
SC.visualizationSettings.window.renderWindowSize=[1600,1024]
SC.visualizationSettings.openGL.multiSampling = 4
simulationSettings.solutionSettings.recordImagesInterval = 0.02
SC.visualizationSettings.general.autoFitScene = False #use loaded render state
useGraphics = True
if useGraphics:
exu.StartRenderer()
if 'renderState' in exu.sys:
SC.SetRenderState(exu.sys[ 'renderState' ])
mbs.WaitForUserToContinue()
exu.SolveDynamic(mbs, simulationSettings, solverType=exu.DynamicSolverType.TrapezoidalIndex2)
exu.SolveDynamic(mbs, simulationSettings, showHints=True)
#%%+++++++++++++++++++++++++++++
if useGraphics:
SC.WaitForRenderEngineStopFlag()
exu.StopRenderer() #safely close rendering window!
#%%++++++++++++++++++++++++++++++++++++++++++++++q+++++++
if addSensors:
#plot results
from exudyn.plot import PlotSensor
import matplotlib.pyplot as plt
if True: #check automatic step size control
#sims.timeIntegration.verboseMode = 1
for i in range(6 - 2 * offset):
#sims.solutionSettings.writeSolutionToFile = True
#sims.solutionSettings.solutionWritePeriod = 0
tEnd = 2
h = 1
sims.timeIntegration.numberOfSteps = int(tEnd / h)
sims.timeIntegration.endTime = tEnd
#sims.timeIntegration.initialStepSize = 1e-5
sims.timeIntegration.absoluteTolerance = 10**(-2 * i)
sims.timeIntegration.relativeTolerance = 1e-4
solverType = exu.DynamicSolverType.DOPRI5
exu.SolveDynamic(mbs, solverType=solverType, simulationSettings=sims)
if printResults:
exu.Print(
str(solverType) + ", h=" + str(h) + ", tol=" +
str(sims.timeIntegration.absoluteTolerance), ", val=",
mbs.GetSensorValues(sCoords1)[0] - ref)
#exu.Print(mbs.GetSensorValues(sCoords1),mbs.GetSensorValues(sCoords2))
err += abs(mbs.GetSensorValues(sCoords1)[0] -
ref) + abs(mbs.GetSensorValues(sCoords2)[0] - ref)
if True: #check orders:
if printResults:
exu.Print("RK67:")
for i in range(3 - offset):
h = 1e-1 * 10**-i
sims.timeIntegration.numberOfSteps = int(tEnd / h)
exu.Print("start mini example for class ObjectANCFCable2D")
try: #puts example in safe environment
node = mbs.AddNode(NodePoint(referenceCoordinates=[1.05, 0, 0]))
oMassPoint = mbs.AddObject(MassPoint(nodeNumber=node, physicsMass=1))
m0 = mbs.AddMarker(
MarkerBodyPosition(bodyNumber=oGround, localPosition=[0, 0, 0]))
m1 = mbs.AddMarker(
MarkerBodyPosition(bodyNumber=oMassPoint, localPosition=[0, 0, 0]))
mbs.AddObject(
ObjectConnectorSpringDamper(
markerNumbers=[m0, m1],
referenceLength=1, #shorter than initial distance
stiffness=100,
damping=1))
#assemble and solve system for default parameters
mbs.Assemble()
exu.SolveDynamic(mbs, exu.SimulationSettings())
#check result at default integration time
testError = mbs.GetNodeOutput(
node, exu.OutputVariableType.Position)[0] - 0.9736596225944887
except BaseException as e:
exu.Print("An error occured in test example for ObjectANCFCable2D:", e)
else:
exu.Print("example for ObjectANCFCable2D completed, test error =",
testError)
try: #puts example in safe environment
#example with 1m pendulum, 50kg under gravity
nMass = mbs.AddNode(NodePoint2D(referenceCoordinates=[1, 0]))
oMass = mbs.AddObject(MassPoint2D(physicsMass=50, nodeNumber=nMass))
mMass = mbs.AddMarker(MarkerNodePosition(nodeNumber=nMass))
mGround = mbs.AddMarker(
MarkerBodyPosition(bodyNumber=oGround, localPosition=[0, 0, 0]))
oDistance = mbs.AddObject(
DistanceConstraint(markerNumbers=[mGround, mMass], distance=1))
mbs.AddLoad(Force(markerNumber=mMass, loadVector=[0, -50 * 9.81, 0]))
#assemble and solve system for default parameters
mbs.Assemble()
sims = exu.SimulationSettings()
sims.timeIntegration.generalizedAlpha.spectralRadius = 0.7
exu.SolveDynamic(mbs, sims)
#check result at default integration time
exudynTestGlobals.testResult = mbs.GetNodeOutput(
nMass, exu.OutputVariableType.Position)[0]
except BaseException as e:
exu.Print("An error occured in test example for ObjectConnectorDistance:",
e)
else:
exu.Print("example for ObjectConnectorDistance completed, test error =",
testError)
#set up a 2-DOF system
nODE1 = mbs.AddNode(
NodeGenericODE1(referenceCoordinates=[0, 0],
initialCoordinates=[1, 0],
numberOfODE1Coordinates=2))
#build system matrix and force vector
#undamped mechanical system with m=1, K=100, f=1
A = np.array([[0, 1], [-100, 0]])
b = np.array([0, 1])
oGenericODE1 = mbs.AddObject(
ObjectGenericODE1(nodeNumbers=[nODE1], systemMatrix=A, rhsVector=b))
#assemble and solve system for default parameters
mbs.Assemble()
sims = exu.SimulationSettings()
solverType = exu.DynamicSolverType.RK44
exu.SolveDynamic(mbs, solverType=solverType, simulationSettings=sims)
#check result at default integration time
exudynTestGlobals.testResult = mbs.GetNodeOutput(
nODE1, exu.OutputVariableType.Coordinates)[0]
except BaseException as e:
exu.Print("An error occured in test example for ObjectGenericODE1:", e)
else:
exu.Print("example for ObjectGenericODE1 completed, test error =",
testError)
objectDict = {"objectType": "ConnectorSpringDamper",
"markerNumbers": [markerNumberOfPositionMarkerL, markerNumberOfPositionMarkerR],
"stiffness": elementStiffness,
"damping": elementDamping,
"force": 0,
"referenceLength": springDamperDiagnoalElementLength,
"activeConnector": activateElement,
"name": springDamperElementName,
"VdrawSize": 0.0}
mbs.AddObject(objectDict)
elementCtr = elementCtr + 1
ctr1 = ctr1 + 1
####################### assemble and solve mbs ###############################
mbs.Assemble()
#print(mbs)
exu.StartRenderer()
exu.SolveDynamic(mbs, simulationSettings, solverType = exudyn.DynamicSolverType.ODE23)
SC.WaitForRenderEngineStopFlag()
exu.StopRenderer() #safely close rendering window!
def ParameterFunction(parameterSet):
SC = exu.SystemContainer()
mbs = SC.AddSystem()
#default values
mass = 1.6 #mass in kg
spring = 4000 #stiffness of spring-damper in N/m
damper = 8 #damping constant in N/(m/s)
u0=-0.08 #initial displacement
v0=1 #initial velocity
f =80 #force applied to mass
#process parameters
if 'mass' in parameterSet:
mass = parameterSet['mass']
if 'spring' in parameterSet:
spring = parameterSet['spring']
iCalc = 'Ref' #needed for parallel computation ==> output files are different for every computation
if 'computationIndex' in parameterSet:
iCalc = str(parameterSet['computationIndex'])
#mass-spring-damper system
L=0.5 #spring length (for drawing)
x0=f/spring #static displacement
# print('resonance frequency = '+str(np.sqrt(spring/mass)))
# print('static displacement = '+str(x0))
#node for 3D mass point:
n1=mbs.AddNode(Point(referenceCoordinates = [L,0,0],
initialCoordinates = [u0,0,0],
initialVelocities= [v0,0,0]))
#ground node
nGround=mbs.AddNode(NodePointGround(referenceCoordinates = [0,0,0]))
#add mass point (this is a 3D object with 3 coordinates):
massPoint = mbs.AddObject(MassPoint(physicsMass = mass, nodeNumber = n1))
#marker for ground (=fixed):
groundMarker=mbs.AddMarker(MarkerNodeCoordinate(nodeNumber= nGround, coordinate = 0))
#marker for springDamper for first (x-)coordinate:
nodeMarker =mbs.AddMarker(MarkerNodeCoordinate(nodeNumber= n1, coordinate = 0))
#spring-damper between two marker coordinates
nC = mbs.AddObject(CoordinateSpringDamper(markerNumbers = [groundMarker, nodeMarker],
stiffness = spring, damping = damper))
#add load:
mbs.AddLoad(LoadCoordinate(markerNumber = nodeMarker,
load = f))
#add sensor:
fileName = 'solution/paramVarDisplacement'+iCalc+'.txt'
mbs.AddSensor(SensorObject(objectNumber=nC, fileName=fileName,
outputVariableType=exu.OutputVariableType.Force))
#print(mbs)
mbs.Assemble()
steps = 1000 #number of steps to show solution
tEnd = 1 #end time of simulation
simulationSettings = exu.SimulationSettings()
#simulationSettings.solutionSettings.solutionWritePeriod = 5e-3 #output interval general
simulationSettings.solutionSettings.writeSolutionToFile = False
simulationSettings.solutionSettings.sensorsWritePeriod = 5e-3 #output interval of sensors
simulationSettings.timeIntegration.numberOfSteps = steps
simulationSettings.timeIntegration.endTime = tEnd
simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 1 #no damping
#exu.StartRenderer() #start graphics visualization
#mbs.WaitForUserToContinue() #wait for pressing SPACE bar to continue
#start solver:
exu.SolveDynamic(mbs, simulationSettings)
#SC.WaitForRenderEngineStopFlag()#wait for pressing 'Q' to quit
#exu.StopRenderer() #safely close rendering window!
# #evaluate final (=current) output values
# u = mbs.GetNodeOutput(n1, exu.OutputVariableType.Position)
# print('displacement=',u)
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#evaluate difference between reference and optimized solution
#reference solution:
dataRef = np.loadtxt('solution/paramVarDisplacementRef.txt', comments='#', delimiter=',')
data = np.loadtxt(fileName, comments='#', delimiter=',')
diff = data[:,1]-dataRef[:,1]
errorNorm = np.sqrt(np.dot(diff,diff))/steps*tEnd
#+++++++++++++++++++++++++++++++++++++++++++++++++++++
#compute exact solution:
if False:
from matplotlib import plt
plt.close('all')
plt.plot(data[:,0], data[:,1], 'b-', label='displacement (m)')
ax=plt.gca() # get current axes
ax.grid(True, 'major', 'both')
ax.xaxis.set_major_locator(ticker.MaxNLocator(10))
ax.yaxis.set_major_locator(ticker.MaxNLocator(10))
plt.legend() #show labels as legend
plt.tight_layout()
plt.show()
import os
if iCalc != 'Ref':
os.remove(fileName) #remove files in order to clean up
del mbs
del SC
return errorNorm
success = exu.SolveStatic(mbs, simulationSettings, updateInitialValues=True)
#turn on moving beam:
mbs.SetObjectParameter(oCCvALE, 'activeConnector', True)
mbs.SetObjectParameter(oCCvALE, 'velocityLevel', True)
mbs.SetObjectParameter(oCCvALE, 'offset', vALE0)
#%%+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
#turn on vALE velocity (could also be done in modifying coordinates):
#rope decelerates due to gravity and then runs backwards
simulationSettings.timeIntegration.numberOfSteps = int(1/h)
simulationSettings.timeIntegration.endTime = 1
success = exu.SolveDynamic(mbs, simulationSettings,
exudyn.DynamicSolverType.TrapezoidalIndex2,
updateInitialValues=True)
mbs.systemData.SetODE2Coordinates_tt(coordinates = mbs.systemData.GetODE2Coordinates_tt(),
configuration = exudyn.ConfigurationType.Initial)
if useGraphics:
mbs.WaitForUserToContinue()
#%%+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
#finally: solve dynamic problem under self weight
mbs.SetObjectParameter(oCCvALE, 'activeConnector', False) #rope under self-weight
mbs.SetObjectParameter(oCCvALE, 'velocityLevel', False)
mbs.SetObjectParameter(oCCvALE, 'offset', 0)
simulationSettings.timeIntegration.numberOfSteps = int(tEnd/h)
simulationSettings.timeIntegration.startTime = 1
solveDynamic = True
if solveDynamic:
# time related settings:
steps = 400
tend = 0.8
h = tend / steps
SC.visualizationSettings.openGL.lineWidth = 2
simulationSettings.timeIntegration.numberOfSteps = steps
simulationSettings.timeIntegration.endTime = tend
simulationSettings.timeIntegration.generalizedAlpha.useIndex2Constraints = True
simulationSettings.timeIntegration.generalizedAlpha.useNewmark = simulationSettings.timeIntegration.generalizedAlpha.useIndex2Constraints
simulationSettings.timeIntegration.generalizedAlpha.spectralRadius = 0.3
simulationSettings.timeIntegration.verboseMode = 1
simulationSettings.displayStatistics = True
exu.SolveDynamic(mbs, simulationSettings)
if exudynTestGlobals.useGraphics:
#SC.WaitForRenderEngineStopFlag()
exu.StopRenderer() #safely close rendering window!
sol = mbs.systemData.GetODE2Coordinates()
uDynamic = sol[nc]
#y-displacement of first node of four bar mechanism
exu.Print('dynamic solution of cable1 =', uDynamic)
exudynTestGlobals.testError += uDynamic - (
-2.2290811574753953
) #2020-03-05(corrected Cable2DshapeMarker): -2.2290811574753953 #2019-12-26: -2.2290811558815617; 2019-12-18: -2.229126333291627
exudynTestGlobals.testResult += uDynamic
def ParameterFunction(parameterSet):
s1=L1*0.5
s2=L2*0.5
if False:
s1 = s1opt
s2 = s2opt
if 's1' in parameterSet:
s1 = parameterSet['s1']
h=0.002
if 'h' in parameterSet:
h = parameterSet['h']
if 's2' in parameterSet:
s2 = parameterSet['s2']
iCalc = 'Ref' #needed for parallel computation ==> output files are different for every computation
if 'computationIndex' in parameterSet:
iCalc = str(parameterSet['computationIndex'])
#print("computation index=",iCalc, flush=True)
SC = exu.SystemContainer()
mbs = SC.AddSystem()
testCases = 1 #floating body
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
#++++++++++++++++++++++++++++++++
#floating body to mount slider-crank mechanism
constrainGroundBody = (testCases == 0) #use this flag to fix ground body
#graphics for floating frame:
gFloating = GraphicsDataOrthoCube(-0.25, -0.25, -0.1, 0.8, 0.25, -0.05, color=[0.3,0.3,0.3,1.])
if constrainGroundBody:
floatingRB = mbs.AddObject(ObjectGround(referencePosition=[0,0,0], visualization=VObjectGround(graphicsData=[gFloating])))
mFloatingN = mbs.AddMarker(MarkerBodyPosition(bodyNumber = floatingRB, localPosition=[0,0,0]))
else:
nFloating = mbs.AddNode(Rigid2D(referenceCoordinates=[0,0,0], initialVelocities=[0,0,0]));
mFloatingN = mbs.AddMarker(MarkerNodePosition(nodeNumber=nFloating))
floatingRB = mbs.AddObject(RigidBody2D(physicsMass=2, physicsInertia=1, nodeNumber=nFloating, visualization=VObjectRigidBody2D(graphicsData=[gFloating])))
mRB0 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nFloating, coordinate=0))
mRB1 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nFloating, coordinate=1))
mRB2 = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nFloating, coordinate=2))
#add spring dampers for reference frame:
k=5000 #stiffness of floating body
d=k*0.01
mbs.AddObject(CoordinateSpringDamper(markerNumbers=[mGround,mRB0], stiffness=k, damping=d))
mbs.AddObject(CoordinateSpringDamper(markerNumbers=[mGround,mRB1], stiffness=k, damping=d))
mbs.AddObject(CoordinateSpringDamper(markerNumbers=[mGround,mRB2], stiffness=k, damping=d))
mbs.AddObject(CoordinateConstraint(markerNumbers=[mGround,mRB2]))
#++++++++++++++++++++++++++++++++
#nodes and bodies
omega=2*pi/60*300 #3000 rpm
M=0.1 #torque (default: 0.1)
s1L=-s1
s1R=L1-s1
s2L=-s2
s2R=L2-s2
#lambda=L1/L2
J1=(m1/12.)*L1**2 #inertia w.r.t. center of mass
J2=(m2/12.)*L2**2 #inertia w.r.t. center of mass
ty = 0.05 #thickness
tz = 0.05 #thickness
graphics1 = GraphicsDataRigidLink(p0=[s1L,0,-0.5*tz],p1=[s1R,0,-0.5*tz],
axis0=[0,0,1], axis1=[0,0,1],radius=[0.5*ty,0.5*ty],
thickness=0.8*ty, width=[tz,tz], color=color4steelblue,nTiles=16)
graphics2 = GraphicsDataRigidLink(p0=[s2L,0,0.5*tz],p1=[s2R,0,0.5*tz],
axis0=[0,0,1], axis1=[0,0,1],radius=[0.5*ty,0.5*ty],
thickness=0.8*ty, width=[tz,tz], color=color4lightred,nTiles=16)
#crank:
nRigid1 = mbs.AddNode(Rigid2D(referenceCoordinates=[s1,0,0],
initialVelocities=[0,0,0]));
oRigid1 = mbs.AddObject(RigidBody2D(physicsMass=m1,
physicsInertia=J1,
nodeNumber=nRigid1,
visualization=VObjectRigidBody2D(graphicsData= [graphics1])))
#connecting rod:
nRigid2 = mbs.AddNode(Rigid2D(referenceCoordinates=[L1+s2,0,0],
initialVelocities=[0,0,0]));
oRigid2 = mbs.AddObject(RigidBody2D(physicsMass=m2,
physicsInertia=J2,
nodeNumber=nRigid2,
visualization=VObjectRigidBody2D(graphicsData= [graphics2])))
#++++++++++++++++++++++++++++++++
#slider:
c=0.025 #dimension of mass
graphics3 = GraphicsDataOrthoCube(-c,-c,-c*2,c,c,0,color4grey)
#nMass = mbs.AddNode(Point2D(referenceCoordinates=[L1+L2,0]))
#oMass = mbs.AddObject(MassPoint2D(physicsMass=m3, nodeNumber=nMass,visualization=VObjectMassPoint2D(graphicsData= [graphics3])))
nMass = mbs.AddNode(Rigid2D(referenceCoordinates=[L1+L2,0,0]))
oMass = mbs.AddObject(RigidBody2D(physicsMass=m3, physicsInertia=0.001*m3, nodeNumber=nMass,visualization=VObjectRigidBody2D(graphicsData= [graphics3])))
#++++++++++++++++++++++++++++++++
#markers for joints:
mR1Left = mbs.AddMarker(MarkerBodyRigid(bodyNumber=oRigid1, localPosition= [s1L,0.,0.])) #support point # MUST be a rigidBodyMarker, because a torque is applied
mR1Right = mbs.AddMarker(MarkerBodyPosition(bodyNumber=oRigid1, localPosition=[s1R,0.,0.])) #end point; connection to connecting rod
mR2Left = mbs.AddMarker(MarkerBodyPosition(bodyNumber=oRigid2, localPosition= [s2L,0.,0.])) #connection to crank
mR2Right = mbs.AddMarker(MarkerBodyPosition(bodyNumber=oRigid2, localPosition=[s2R,0.,0.])) #end point; connection to slider
mMass = mbs.AddMarker(MarkerBodyPosition(bodyNumber=oMass, localPosition=[ 0.,0.,0.]))
mG0 = mFloatingN
#++++++++++++++++++++++++++++++++
#joints:
mbs.AddObject(RevoluteJoint2D(markerNumbers=[mG0,mR1Left]))
mbs.AddObject(RevoluteJoint2D(markerNumbers=[mR1Right,mR2Left]))
mbs.AddObject(RevoluteJoint2D(markerNumbers=[mR2Right,mMass]))
#prismatic joint:
mRigidGround = mbs.AddMarker(MarkerBodyRigid(bodyNumber = floatingRB, localPosition = [L1+L2,0,0]))
mRigidSlider = mbs.AddMarker(MarkerBodyRigid(bodyNumber = oMass, localPosition = [0,0,0]))
mbs.AddObject(PrismaticJoint2D(markerNumbers=[mRigidGround,mRigidSlider], constrainRotation=True))
#user function for load; switch off load after 1 second
userLoadOn = True
def userLoad(mbs, t, load):
setLoad = 0
if userLoadOn:
setLoad = load
omega = mbs.GetNodeOutput(nRigid1,variableType = exu.OutputVariableType.AngularVelocity)[2]
if omega > 2*pi*2:
#print("t=",t)
userLoadOn = False
return setLoad
#loads and driving forces:
mRigid1CoordinateTheta = mbs.AddMarker(MarkerNodeCoordinate(nodeNumber = nRigid1, coordinate=2)) #angle coordinate is constrained
#mbs.AddLoad(LoadCoordinate(markerNumber=mRigid1CoordinateTheta, load = M, loadUserFunction=userLoad)) #torque at crank
mbs.AddLoad(LoadCoordinate(markerNumber=mRigid1CoordinateTheta, load = M)) #torque at crank
#write motion of support frame:
sensorFileName = 'solution/floatingPos'+iCalc+'.txt'
sFloating = mbs.AddSensor(SensorNode(nodeNumber=nFloating, fileName=sensorFileName,
outputVariableType=exu.OutputVariableType.Position))
#++++++++++++++++++++++++++++++++
#assemble, adjust settings and start time integration
mbs.Assemble()
simulationSettings = exu.SimulationSettings() #takes currently set values or default values
tEnd = 3
simulationSettings.timeIntegration.numberOfSteps = int(tEnd/h)
simulationSettings.timeIntegration.endTime = tEnd
#simulationSettings.timeIntegration.newton.relativeTolerance = 1e-8 #10000
#simulationSettings.timeIntegration.verboseMode = 1 #10000
simulationSettings.solutionSettings.solutionWritePeriod = 2e-3
simulationSettings.solutionSettings.writeSolutionToFile = useGraphics
simulationSettings.timeIntegration.newton.useModifiedNewton = True
simulationSettings.timeIntegration.newton.relativeTolerance = 1e-8
simulationSettings.timeIntegration.newton.absoluteTolerance = 1e-8
#++++++++++++++++++++++++++++++++++++++++++
#solve index 2 / trapezoidal rule:
simulationSettings.timeIntegration.generalizedAlpha.useNewmark = True
simulationSettings.timeIntegration.generalizedAlpha.useIndex2Constraints = True
dSize = 0.02
SC.visualizationSettings.nodes.defaultSize = dSize
SC.visualizationSettings.markers.defaultSize = dSize
SC.visualizationSettings.bodies.defaultSize = [dSize, dSize, dSize]
SC.visualizationSettings.connectors.defaultSize = dSize
#data obtained from SC.GetRenderState(); use np.round(d['modelRotation'],4)
SC.visualizationSettings.openGL.initialModelRotation = [[ 0.87758, 0.04786, -0.47703],
[ 0. , 0.995 , 0.09983],
[ 0.47943, -0.08761, 0.8732]]
SC.visualizationSettings.openGL.initialZoom = 0.47
SC.visualizationSettings.openGL.initialCenterPoint = [0.192, -0.0039,-0.075]
SC.visualizationSettings.openGL.initialMaxSceneSize = 0.4
SC.visualizationSettings.general.autoFitScene = False
#mbs.WaitForUserToContinue()
if useGraphics:
exu.StartRenderer()
exu.SolveDynamic(mbs, simulationSettings)
if useGraphics:
#+++++++++++++++++++++++++++++++++++++
#animate solution
# mbs.WaitForUserToContinue
# fileName = 'coordinatesSolution.txt'
# solution = LoadSolutionFile('coordinatesSolution.txt')
# AnimateSolution(mbs, solution, 10, 0.025, True)
#+++++++++++++++++++++++++++++++++++++
SC.WaitForRenderEngineStopFlag()
exu.StopRenderer() #safely close rendering window!
#++++++++++++++++++++++++++++++++++++++++++
#evaluate error:
data = np.loadtxt(sensorFileName, comments='#', delimiter=',')
errorNorm = max(abs(data[:,1])) + max(abs(data[:,2])) #max displacement in x and y direction
#++++++++++++++++++++++++++++++++++++++++++
#clean up optimization
if True: #delete files; does not work for parallel, consecutive operation
if iCalc != 'Ref':
os.remove(sensorFileName) #remove files in order to clean up
while(os.path.exists(sensorFileName)): #wait until file is really deleted -> usually some delay
sleep(0.001) #not nice, but there is no other way than that
if useGraphics:
print("max. oszillation=", errorNorm)
from exudyn.plot import PlotSensor
PlotSensor(mbs, sensorNumbers=[sFloating,sFloating], components=[0,1])
del mbs
del SC
return errorNorm
