springDamperTutorialNew.py

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  1#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
  2# This is an EXUDYN example
  3#
  4# Details:  This is the file for the EXUDYN first tutorial example showing a simple masspoint a SpringDamper
  5#
  6# Author:   Johannes Gerstmayr
  7# Date:     2023-05-15
  8#
  9# 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.
 10#
 11#+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
 12
 13
 14import exudyn as exu
 15from exudyn.utilities import *
 16
 17import numpy as np #for postprocessing
 18
 19SC = exu.SystemContainer()
 20mbs = SC.AddSystem()
 21
 22print('EXUDYN version='+exu.GetVersionString())
 23
 24L=0.5
 25mass = 1.6          #mass in kg
 26spring = 4000       #stiffness of spring-damper in N/m
 27damper = 8          #damping constant in N/(m/s)
 28
 29u0=-0.08            #initial displacement
 30v0=1                #initial velocity
 31f =80               #force on mass
 32x0=f/spring         #static displacement
 33
 34print('resonance frequency = '+str(np.sqrt(spring/mass)))
 35print('static displacement = '+str(x0))
 36
 37oMass = mbs.CreateMassPoint(referencePosition=[L,0,0],
 38                            initialDisplacement = [u0,0,0],
 39                            initialVelocity= [v0,0,0],
 40                            physicsMass=mass) #force created via gravity
 41
 42oGround = mbs.AddObject(ObjectGround())
 43
 44#create spring damper with reference length computed from reference positions (=L)
 45oSD = mbs.CreateSpringDamper(bodyOrNodeList=[oMass, oGround],
 46                             stiffness = spring, damping = damper)
 47
 48#add load via marker:
 49bodyMarker = mbs.AddMarker(MarkerBodyPosition(bodyNumber=oMass))
 50mbs.AddLoad(LoadForceVector(markerNumber = bodyMarker, loadVector = [f,0,0]))
 51
 52
 53#add sensor:
 54sForce = mbs.AddSensor(SensorObject(objectNumber=oSD, storeInternal=True,
 55                                    outputVariableType=exu.OutputVariableType.ForceLocal))
 56sDisp = mbs.AddSensor(SensorBody(bodyNumber=oMass, storeInternal=True,
 57                                  outputVariableType=exu.OutputVariableType.Displacement))
 58
 59print(mbs)
 60mbs.Assemble()
 61
 62tEnd = 1     #end time of simulation
 63h = 0.001    #step size; leads to 1000 steps
 64
 65simulationSettings = exu.SimulationSettings()
 66simulationSettings.solutionSettings.solutionWritePeriod = 5e-3  #output interval general
 67simulationSettings.solutionSettings.sensorsWritePeriod = 5e-3  #output interval of sensors
 68simulationSettings.timeIntegration.numberOfSteps = int(tEnd/h) #must be integer
 69simulationSettings.timeIntegration.endTime = tEnd
 70
 71#add some drawing parameters for this example
 72SC.visualizationSettings.nodes.drawNodesAsPoint=False
 73SC.visualizationSettings.nodes.defaultSize=0.1
 74
 75exu.StartRenderer()              #start graphics visualization
 76mbs.WaitForUserToContinue()    #wait for pressing SPACE bar to continue
 77
 78#start solver:
 79mbs.SolveDynamic(simulationSettings,
 80                 solverType=exu.DynamicSolverType.TrapezoidalIndex2)
 81
 82SC.WaitForRenderEngineStopFlag()#wait for pressing 'Q' to quit
 83exu.StopRenderer()               #safely close rendering window!
 84
 85#evaluate final (=current) output values
 86u = mbs.GetNodeOutput(0, exu.OutputVariableType.Position) #Node 0 is first node
 87print('displacement=',u)
 88
 89#+++++++++++++++++++++++++++++++++++++++++++++++++++++
 90#compute exact solution:
 91
 92omega0 = np.sqrt(spring/mass)     #eigen frequency of undamped system
 93dRel = damper/(2*np.sqrt(spring*mass)) #dimensionless damping
 94omega = omega0*np.sqrt(1-dRel**2) #eigen frequency of damped system
 95C1 = u0-x0 #static solution needs to be considered!
 96C2 = (v0+omega0*dRel*C1) / omega #C1, C2 are coeffs for solution
 97steps = int(tEnd/h)
 98
 99refSol = np.zeros((steps+1,2))
100for i in range(0,steps+1):
101    t = tEnd*i/steps
102    refSol[i,0] = t
103    refSol[i,1] = np.exp(-omega0*dRel*t)*(C1*np.cos(omega*t) + C2*np.sin(omega*t))+x0
104
105#use PlotSensor functionality to plot data:
106mbs.PlotSensor(sensorNumbers=[refSol], components=[0], labels='displacement (m); exact solution',
107               colorCodeOffset=2, closeAll=True) #color code offset to have same colors as in original example
108mbs.PlotSensor(sensorNumbers=[sDisp], components=[0], labels='displacement (m); numerical solution',
109               colorCodeOffset=0, newFigure=False)
110
111mbs.PlotSensor(sensorNumbers=[sForce], labels='force (kN)',
112               colorCodeOffset=1, factors=[1e-3], newFigure=False)