Question #702047 on Yade changed:
https://answers.launchpad.net/yade/+question/702047

    Status: Answered => Solved

Abderrahim AKIL confirmed that the question is solved:
Hello, thank you for your answer

###below is the script for the yade simulation

from __future__ import division
from __future__ import print_function

from future import standard_library
standard_library.install_aliases()
from yade import plot,pack,timing
import time, sys, os, copy

#import matplotlib
#matplotlib.rc('text',usetex=True)
#matplotlib.rc('text.latex',preamble=r'\usepackage{concrete}\usepackage{euler}')


# default parameters or from table
readParamsFromTable(noTableOk=True, # unknownOk=True,
        young=7e9,
        poisson=.2,

        sigmaT=1.5e6,
        frictionAngle=atan(0.6),
        epsCrackOnset=1e-4,
        relDuctility=30,

        intRadius=1.5,
        dtSafety=.8,
        damping=0.4,
        strainRateTension=.05,
        strainRateCompression=.5,
        setSpeeds=True,
        # 1=tension, 2=compression (ANDed; 3=both)
        doModes=1,

        specimenLength=50e-3,
        sphereRadius=0.75e-3,

        # isotropic confinement (should be negative)
        isoPrestress=0,
)

from yade.params.table import *

if 'description' in list(O.tags.keys()):
O.tags['id']=O.tags['id']+O.tags['description']

concreteId=O.materials.append(CpmMat(young=young,frictionAngle=frictionAngle,poisson=poisson,density=4800,sigmaT=sigmaT,relDuctility=relDuctility,epsCrackOnset=epsCrackOnset,isoPrestress=isoPrestress))

#create box to fill
mn,mx=Vector3(0,0,0),Vector3(specimenLength,specimenLength,specimenLength) # 
corners of the initial packing
walls=aabbWalls([mn,mx],thickness=0)
wallIds=O.bodies.append(walls)

#fill it with air-voids
pred=pack.inAlignedBox(mn,mx)
sp=SpherePack()

sp.makeCloud(mn,mx,num=500,rMean=1e-3,rRelFuzz=0.6)

for c,r in sp:
   pred = pred - pack.inSphere(c,r)
# Use the predicate to generate sphere packing inside
sp=SpherePack()
sp=pack.randomDensePack(pred,radius=sphereRadius,spheresInCell=500,memoizeDb='/tmp/triaxPackCache.sqlite',returnSpherePack=True)
sp.toSimulation(material=concreteId,color=(1,1,1))
phiS = getSpheresVolume()
phiS = phiS/(specimenLength)**3
p = porosity()
print(p,phiS)

bb=uniaxialTestFeatures()
negIds,posIds,axis,crossSectionArea=bb['negIds'],bb['posIds'],bb['axis'],bb['area']
O.dt=dtSafety*PWaveTimeStep()
print('Timestep',O.dt)

mm,mx=[pt[axis] for pt in aabbExtrema()]
coord_25,coord_50,coord_75=mm+.25*(mx-mm),mm+.5*(mx-mm),mm+.75*(mx-mm)
area_25,area_50,area_75=approxSectionArea(coord_25,axis),approxSectionArea(coord_50,axis),approxSectionArea(coord_75,axis)

O.engines=[
        ForceResetter(),
        
InsertionSortCollider([Bo1_Sphere_Aabb(aabbEnlargeFactor=intRadius,label='is2aabb'),],verletDist=.05*sphereRadius),
 #Relative enlargement of the bounding box; deactivated if negative.; Functor 
creating Aabb from Sphere.
        InteractionLoop(
                
[Ig2_Sphere_Sphere_ScGeom(interactionDetectionFactor=intRadius,label='ss2sc')], 
#Enlarge both radii by this factor (if >1), to permit creation of distant 
interactions.InteractionGeometry will be computed when 
interactionDetectionFactor*(rad1+rad2) > distance, Create/update a ScGeom 
instance representing the geometry of a contact point between two Spheres s.
                [Ip2_CpmMat_CpmMat_CpmPhys()],
                [Law2_ScGeom_CpmPhys_Cpm()], #Constitutive law for the 
cpm-model.
        ),
        NewtonIntegrator(damping=damping,label='damper'),
        CpmStateUpdater(realPeriod=.5),
        
UniaxialStrainer(strainRate=strainRateTension,axis=axis,asymmetry=0,posIds=posIds,negIds=negIds,crossSectionArea=crossSectionArea,blockDisplacements=False,blockRotations=False,setSpeeds=setSpeeds,label='strainer'),
        
PyRunner(virtPeriod=1e-6/strainRateTension,realPeriod=1,command='addPlotData()',label='plotDataCollector',initRun=True),
        PyRunner(realPeriod=4,command='stopIfDamaged()',label='damageChecker'),
    
#SnapshotEngine(iterPeriod=50,fileBase='/tmp/bulldozer-',label='snapshooter'),
    #VTKRecorder(iterPeriod=100,recorders=['all'],fileName='/tmp/p1-')
]
#O.miscParams=[Gl1_CpmPhys(dmgLabel=False,colorStrain=False,epsNLabel=False,epsT=False,epsTAxes=False,normal=False,contactLine=True)]

# plot stresses in ¼, ½ and ¾ if desired as well; too crowded in the graph that 
includes confinement, though
plot.plots={'eps':('sigma',)} #,'sigma.50')},'t':('eps')} 
#'sigma.25','sigma.50','sigma.75')}

O.saveTmp('initial');

O.timingEnabled=False

global mode
mode='tension' if doModes & 1 else 'compression'

def initTest():
        global mode
        print("init")
        if O.iter>0:
                O.wait();
                O.loadTmp('initial')
                print("Reversing plot data"); plot.reverseData()
        else: plot.plot(subPlots=False)
        strainer.strainRate=abs(strainRateTension) if mode=='tension' else 
-abs(strainRateCompression)
        try:
                from yade import qt
                renderer=qt.Renderer()
                renderer.dispScale=(1000,1000,1000) if mode=='tension' else 
(100,100,100)
        except ImportError: pass
        print("init done, will now run.")
        O.step(); # to create initial contacts
        # now reset the interaction radius and go ahead
        ss2sc.interactionDetectionFactor=1.
        is2aabb.aabbEnlargeFactor=1.

        O.run()

def stopIfDamaged():
        global mode
        if O.iter<2 or 'sigma' not in plot.data: return # do nothing at the 
very beginning
        sigma,eps=plot.data['sigma'],plot.data['eps']
        extremum=max(sigma) if (strainer.strainRate>0) else min(sigma)
        minMaxRatio=0.5 if mode=='tension' else 0.5
        if extremum==0: return
        import sys;     sys.stdout.flush()
        if abs(sigma[-1]/extremum)<minMaxRatio or abs(strainer.strain)>(5e-3 if 
isoPrestress==0 else 5e-2):
                if mode=='tension' and doModes & 2: # only if compression is 
enabled
                        mode='compression'
                        O.save('/tmp/uniax-tension.yade.gz')
                        print("Saved /tmp/uniax-tension.yade.gz (for use with 
interaction-histogram.py and uniax-post.py)")
                        print("Damaged, switching to compression... "); 
O.pause()
                        # important! initTest must be launched in a separate 
thread;
                        # otherwise O.load would wait for the iteration to 
finish,
                        # but it would wait for initTest to return and deadlock 
would result
                        import _thread; _thread.start_new_thread(initTest,())
                        return
                else:
                        print("Damaged, stopping.")
                        ft,fc=max(sigma),min(sigma)
                        if doModes==3:
                                print('Strengths fc=%g, ft=%g, 
|fc/ft|=%g'%(fc,ft,abs(fc/ft)))
                        if doModes==2:
                                print('Compressive strength fc=%g'%(abs(fc)))
                        if doModes==1:
                                print('Tensile strength ft=%g'%(abs(ft)))
                        title=O.tags['description'] if 'description' in 
list(O.tags.keys()) else O.tags['params']
                        
print('gnuplot',plot.saveGnuplot(O.tags['id'],title=title))
                        print('Bye.')
                        O.pause()
                        #sys.exit(0) # results in some threading exception
                
def addPlotData():
        
yade.plot.addData({'t':O.time,'i':O.iter,'eps':strainer.strain,'sigma':strainer.avgStress+isoPrestress,
                
'sigma.25':forcesOnCoordPlane(coord_25,axis)[axis]/area_25+isoPrestress,
                
'sigma.50':forcesOnCoordPlane(coord_50,axis)[axis]/area_50+isoPrestress,
                
'sigma.75':forcesOnCoordPlane(coord_75,axis)[axis]/area_75+isoPrestress,
                })
plot.plot(subPlots=False)
#O.run()
initTest()
waitIfBatch()
print('gnuplot',plot.saveGnuplot(O.tags['id']))


##find here the parameters table

description  sphereRadius
r_75 .75e-3
r_80 .80e-3
r_85 .85e-3
r_90 .90e-3

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