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[Bruno Chareyre <1790167@xxxxxxxxxxxxxxxxxx>]

Random results (we are speaking of "yade -j1" right?) usually come from using null pointers or uninitialized variables.
Running yade with valgrind (and debug symbols) would probably tell more.
In the case neverErase=true, I would double-check what happens if the interaction becomes active again. 
Bruno

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https://bugs.launchpad.net/bugs/1790167

Title:
  JCFPM: "neverErase" modifies the simulated behavior while it should
  not

Status in Yade:
  New

Bug description:
  I noticed that running the exact same simulation (with same initial
  packing) gives different behaviors (stress-strain response in, e.g., a
  compression test) when neverErase is True or False. Given the purpose
  of neverErase (keep record of broken contacts, primarily for DFNFlow),
  it should not. The difference can be more or less important depending
  on the situation but it always exists. I could not figure out the
  cause of this yet but it seems that it comes from the treatment of
  broken contacts (obviously).

  Here is a simulation (uniaxial compression) that illustrates the
  problem. Running the same script using the exact same sample (to make
  sure the error does not come from a difference in the packings used)
  with either neverErase=True or neverErase=False produces 2 stress-
  strain curves which deviate at some point during the simulation. I
  made sure that the error is only due to neverErase by running the same
  simulations several times. The curves obtained with neverErase=True
  are always identical, as the curves obtained with neverErase=False.
  For those who would be interested, I also attach a packing  and the
  python script to plot the curves (below the simulation script).

  
  ### yade script ###

  
  from yade import ymport, pack, plot                                 

  #### material definition
  def sphereMat(): return JCFpmMat(type=1,density=3000,young=1e9,poisson=0.2,tensileStrength=1e6,cohesion=10e6,frictionAngle=radians(30))

  ##### create the specimen
  #L=0.10
  #D=0.05
  #pred=pack.inCylinder((0,0,0),(0,0,L),D/2.)
  #O.bodies.append(pack.regularHexa(pred,radius=D/20.,gap=0.,material=sphereMat)) 
  #O.bodies.append(pack.randomDensePack(pred,radius=D/20.,rRelFuzz=0.4,spheresInCell=1000,memoizeDb='/tmp/gts-triax-packings.sqlite',returnSpherePack=False,color=(0.9,0.8,0.6),material=sphereMat))

  #### import the specimen
  O.bodies.append(ymport.text('121_3k.spheres',scale=1.,shift=Vector3(0,0,0),material=sphereMat))

  #### help define boundary conditions (see utils.uniaxialTestFeatures)
  bb=utils.uniaxialTestFeatures()
  negIds,posIds,longerAxis,crossSectionArea=bb['negIds'],bb['posIds'],bb['axis'],bb['area']

  ################# DEM loop + ENGINES DEFINED HERE

  O.engines=[
   ForceResetter(),
          InsertionSortCollider([Bo1_Sphere_Aabb(aabbEnlargeFactor=1.2,label='Saabb')]),
   InteractionLoop(
    [Ig2_Sphere_Sphere_ScGeom(interactionDetectionFactor=1.2,label='SSgeom')],
    [Ip2_JCFpmMat_JCFpmMat_JCFpmPhys(cohesiveTresholdIteration=1,label='interactionPhys')],
    [Law2_ScGeom_JCFpmPhys_JointedCohesiveFrictionalPM(neverErase=False,label='interactionLaw')]
   ),
   UniaxialStrainer(strainRate=-0.01,axis=longerAxis,asymmetry=0,posIds=posIds,negIds=negIds,crossSectionArea=crossSectionArea,blockDisplacements=1,blockRotations=1,setSpeeds=0,stopStrain=0.1,dead=1,label='strainer'),
   GlobalStiffnessTimeStepper(active=1,timeStepUpdateInterval=10,timestepSafetyCoefficient=0.8,defaultDt=utils.PWaveTimeStep()),
   NewtonIntegrator(damping=0.4,label='newton'),
   PyRunner(iterPeriod=int(100),initRun=True,command='recorder()',label='data'),
  ]

  ################# RECORDER DEFINED HERE

  def recorder():
      yade.plot.addData({'i':O.iter,
                         'eps':strainer.strain,
                         'sigma':strainer.avgStress,
                         'tc':interactionLaw.nbTensCracks,
                         'sc':interactionLaw.nbShearCracks,
                         'te':interactionLaw.totalTensCracksE,
                         'se':interactionLaw.totalShearCracksE,
                         'unbF':utils.unbalancedForce()})
      plot.saveDataTxt('compressionTest_1')

  ################# PREPROCESSING

  #### manage interaction detection factor during the first timestep and then set default interaction range
  O.step();
  ### initializes the interaction detection factor
  SSgeom.interactionDetectionFactor=-1.
  Saabb.aabbEnlargeFactor=-1.

  ################# SIMULATION REALLY STARTS HERE
  strainer.dead=0
  O.run(50000)


  ### python script ###

  
  # -*- coding: utf-8 -*-
  from pylab import *

  ### processing function
  def store(var,textFile):
      data=loadtxt(textFile,skiprows=1)
      it=[]
      e=[]
      s=[]
      tc=[]
      sc=[]
      uf=[]
      for i in range(0,len(data)):
        it.append(float(data[i,1]))
        e.append(-float(data[i,0]))
        s.append(-float(data[i,4]))
        tc.append(float(data[i,5]))
        sc.append(float(data[i,2]))
        uf.append(float(data[i,7]))
      var.append(it)
      var.append(e)
      var.append(s)
      var.append(tc)
      var.append(sc)
      var.append(uf)
     
  ### data input
  dataFile1='compressionTest'
  a1=[]
  store(a1,dataFile1)

  dataFile2='compressionTest_neverErase'
  a2=[]
  store(a2,dataFile2)

  rcParams.update({'legend.numpoints':1,'font.size':20,'axes.labelsize':28,'xtick.major.pad':10,'ytick.major.pad':10,'legend.fontsize':18})

  figure(1,figsize=(10,10))
  xlabel(r'$\epsilon_1$ [millistrain]')
  #axis(xmax=0.1)
  plot([x*1e3 for x in a1[1]],[x/1e6 for x in a1[2]],'-k',linewidth=2)
  plot([x*1e3 for x in a2[1]],[x/1e6 for x in a2[2]],'-r',linewidth=2)
  ylabel(r'$\sigma_1$ [MPa]')
  axis(ymin=0)
  #savefig(dataFile1+'_qVSeps.eps',dpi=1000,format='eps',transparent=False)

  ### show
  show()

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