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[Mithushan Soundaranathan <question697785@xxxxxxxxxxxxxxxxxxxxx>]

New question #697785 on Yade:
https://answers.launchpad.net/yade/+question/697785

Hi,

I am running sphere compaction simulation, I am getting following error message:

1. RuntimeWarning: overflow encountered in double_scalars.
> I am getting this several times with different extra message such as: steps = self._extended_steps * scale, elif vmax - vmin <= maxabsvalue * tiny:

2. WARNING:matplotlib.text:posx and posy should be finite values  

How should I solve this?

Best,
Mithu

Here is my code:
#!/usr/bin/env python
#encoding: ascii

# Testing of the Deformation Enginge with Luding Contact Law
# Modified Oedometric Test
# The reference paper [Haustein2017]


from __future__ import print_function
from yade import utils, plot, timing
from yade import pack
import pandas as pd
import numpy as np
from yade import pack, export

o = Omega()

# Physical parameters
fr = 0.54
rho = 1050
Diameter = 0.0006
D=Diameter
r1 = Diameter/2
#r2 = Diameter/2
k1 = 100000
kp = 12.0*k1
kc = k1 * 0.1
ks = k1 * 0.1
DeltaPMax = Diameter/3.0
Chi1 = 0.34

o.dt = 1.0e-7
particleMass = 4.0/3.0*math.pi*r1*r1*r1*rho

Vi1 = math.sqrt(k1/particleMass)*DeltaPMax*Chi1
PhiF1=0.999
#PhiF1 = DeltaPMax*(kp-k1)*(r1+r2)/(kp*2*r1*r2)

Tab_rad=0.005
Cyl_height=0.065
cross_area=math.pi*(Tab_rad**2)

Comp_press= 1.4e8
Comp_force=Comp_press*cross_area

compression_data_save=[]

#*************************************

# Add material
mat1 = O.materials.append(LudingMat(frictionAngle=fr, density=rho, k1=k1, kp=kp, ks=ks, kc=kc, PhiF=PhiF1, G0 = 0.0))


# Spheres for compression and walls
sp=pack.SpherePack()
sp.makeCloud((-4.5*Diameter,-4.5*Diameter,-50*Diameter),(4.5*Diameter,4.5*Diameter,40.0*Diameter), rMean=Diameter/2.0,rRelFuzz=0.18,num=4201)
sp.toSimulation(material=mat1)
walls=O.bodies.append(yade.geom.facetCylinder((0,0,0),radius=Tab_rad,height=Cyl_height,segmentsNumber=20,wallMask=6,material=mat1))

# Add engines
o.engines = [
  ForceResetter(),
  InsertionSortCollider([Bo1_Sphere_Aabb(aabbEnlargeFactor=1.05),
                         Bo1_Wall_Aabb(),
                         Bo1_Facet_Aabb()
                         ]),
  InteractionLoop(
    [Ig2_Sphere_Sphere_ScGeom(interactionDetectionFactor=1.05),
     Ig2_Facet_Sphere_ScGeom(),
     Ig2_Wall_Sphere_ScGeom()],
    [Ip2_LudingMat_LudingMat_LudingPhys()],
    [Law2_ScGeom_LudingPhys_Basic()]
  ),
  NewtonIntegrator(damping=0.1, gravity=[0, 0, -9.81]),
  PyRunner(command='checkForce()', realPeriod=1, label="fCheck"),
  #DeformControl(label="DefControl")
]


def checkForce():
    # at the very start, unbalanced force can be low as there is only few
    # contacts, but it does not mean the packing is stable
    if O.iter < 1200000:
        return
    # the rest will be run only if unbalanced is < .1 (stabilized packing)
    timing.reset()
    if unbalancedForce() > 0.2:
        return
    # add plate at upper box side

    highSphere = 0.0
    for b in O.bodies:
        if highSphere < b.state.pos[2] and isinstance(b.shape, Sphere):
            highSphere = b.state.pos[2]
        else:
            pass

    O.bodies.append(wall(highSphere+0.5*Diameter, axis=2, sense=-1, material=mat1))
    # without this line, the plate variable would only exist inside this
    # function
    global plate
    plate = O.bodies[-1]  # the last particles is the plate
    # Wall objects are "fixed" by default, i.e. not subject to forces
    # prescribing a velocity will therefore make it move at constant velocity
    # (downwards)
    plate.state.vel = (0, 0, -1)
    # start plotting the data now, it was not interesting before
    O.engines = O.engines + [VTKRecorder(fileName='vtk-',recorders=['all'],iterPeriod=5000),
                            PyRunner(command='storeData()', iterPeriod=4000),]
    # next time, do not call this function anymore, but the next one
    # (unloadPlate) instead
    fCheck.command = 'unloadPlate()'


def unloadPlate():
    # if the force on plate exceeds maximum load, start unloading
    # if abs(O.forces.f(plate.id)[2]) > 5e-2:
    if abs(O.forces.f(plate.id)[2]) > Comp_force:
        plate.state.vel *= -1
        # next time, do not call this function anymore, but the next one
        # (stopUnloading) instead
        fCheck.command = 'stopUnloading()'


def stopUnloading():
    if abs(O.forces.f(plate.id)[2]) == 0:
        # O.tags can be used to retrieve unique identifiers of the simulation
        # if running in batch, subsequent simulation would overwrite each other's output files otherwise
        # d (or description) is simulation description (composed of parameter values)
        # while the id is composed of time and process number
        # plot.saveDataTxt(O.tags['d.id'] + '.txt')
        #plot.saveDataTxt('data'+ O.tags['id'] +'.txt')
        #print(timing.stats())
        O.pause()
        compression_data=pd.DataFrame(compression_data_save, columns=['time(s)','compression_pressure(MPa)','iteration'])
        compression_data.to_csv(r'compression_data_PH101_rp_0.0006.csv')
        export.text('test.txt')

        


def storeData():
    time=O.iter*o.dt
    compression_pressure=(abs(O.forces.f(plate.id)[2])/cross_area)*1e-6
    iteration=O.iter
    data_to_save=[time,compression_pressure,iteration]
    compression_data_save.append(data_to_save)






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