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Re: [Question #686343]: initial mean stress in Triaxial compaction when I used clumps

 

Question #686343 on Yade changed:
https://answers.launchpad.net/yade/+question/686343

Description changed to:
Hello All,

I have a problem when I am using triaxial compaction on clumps particles. The initial mean stress is not zero, it means when I run the code, at the first steps in which porosity is near 1, the mean stress is not zero. For example in my code [1], the initial mean stress is near 1 kPa. This can cause problems when I increase the number of particles. For example, when I used 10000 particles, the initial mean stress is more that 2 MPa, whereas my target confining pressure is 100 kPa. Do you have any experiences like this?
Thank you very much.

Best Regards,

Alireza

[1]

#####code#####
O.reset()

from yade import utils, plot
from yade import pack, qt
from datetime import datetime

#==================================COKE AGGREGATE CLUMP TEMPLATES================================================================
	
radz1=[0.355155e-3,0.505113e-3,0.397713e-3,0.465286e-3,0.484395e-3,0.394534e-3,0.493151e-3,0.487328e-3,0.613619e-3,0.413455e-3]
poz1= [[1.13418e-3,-0.703895e-3,-1.20338e-3],[-0.390408e-3,0.476061e-3,-0.150612e-3],[-0.556545e-3,0.451341e-3,1.1495e-3],[-0.633942e-3,0.498253e-3,0.348231e-3],[0.0256934e-3,0.388855e-3,-0.733445e-3],[-0.218563e-3,0.504478e-3,1.54117e-3],[-0.319601e-3,0.104778e-3,0.742895e-3],[0.650678e-3,-0.76675e-3,-0.289908e-3],[0.0113115e-3,-0.207684e-3,0.00255944e-3],[0.594902e-3,-0.301473e-3,-0.878654e-3]]		 
template1= []
template1.append(clumpTemplate(relRadii=radz1,relPositions=poz1))

radz2=[0.330164e-3,0.504115e-3,0.399587e-3,0.614205e-3,0.466444e-3,0.495302e-3,0.394324e-3,0.486898e-3,0.444037e-3,0.489396e-3]
poz2= [[1.16386e-3,-0.70706e-3,-1.25222e-3],[-0.39596e-3,0.482385e-3,-0.144097e-3],[-0.554928e-3,0.448475e-3,1.14685e-3],[-0.00361766e-3,-0.198211e-3, 0.00106559e-3],[-0.633362e-3,0.490424e-3,0.357391e-3],[0.0434148e-3,0.367924e-3,-0.736319e-3],[-0.218749e-3,0.504703e-3,1.54165e-3],[-0.311777e-3, 0.101954e-3,0.750235e-3],[0.621565e-3,-0.779387e-3,-0.179029e-3],[0.711114e-3,-0.503202e-3,-0.795602e-3]]		 
template2= []
template2.append(clumpTemplate(relRadii=radz2,relPositions=poz2))
 


#================= define the materials =======================

O.materials.append(CohFrictMat(normalCohesion= 1e20, shearCohesion= 1e20, isCohesive= True, young=1.95e7, 
density=1532.2, poisson=0.3, frictionAngle= 0.0, fragile=False, label='aggregate-814'))


O.materials.append(CohFrictMat(normalCohesion= 1e20, shearCohesion= 1e20, isCohesive= False, young=4e9, 
density=1523.6, poisson=0.3, frictionAngle= 0.0, fragile=False, label='wall'))

#========= creating walls ======================

walls=aabbWalls([(-15e-3,-15e-3,-15e-3),(15e-3,15e-3,15e-3)],thickness=0.0003,oversizeFactor=1.0,material='wall')
wallIds=O.bodies.append(walls)


############################
###   DEFINING ENGINES   ###
############################


O.engines=[
	ForceResetter(),
	InsertionSortCollider([Bo1_Sphere_Aabb(),Bo1_Box_Aabb(),Bo1_Facet_Aabb()]),
	InteractionLoop([Ig2_Sphere_Sphere_ScGeom6D(),Ig2_Box_Sphere_ScGeom6D(),Ig2_Facet_Sphere_ScGeom6D()],
	[Ip2_CohFrictMat_CohFrictMat_CohFrictPhys()],
	[Law2_ScGeom_FrictPhys_CundallStrack(),Law2_ScGeom6D_CohFrictPhys_CohesionMoment()]
	),
	NewtonIntegrator(damping=0.4,gravity=[0,0,-10])
	,PyRunner(command='calm()',iterPeriod=10,label='calmEngine')
]


#=========Generating the aggregates==========

coke=((4.303694e-04,500),(3.971601e-04,500))

nums=['t','t']

temps=[template1,template2]


mats=['aggregate-814','aggregate-814']

for i in range(len(nums)):
    nums[i]=pack.SpherePack()
    nums[i].makeCloud((-0.0145,-0.0145,-0.0145),(0.0145,0.0145,0.0145),rMean=coke[i][0],rRelFuzz=0.0,num=coke[i][1])
    O.bodies.append([utils.sphere(c,r,material=mats[i]) for c,r in nums[i]])
    O.bodies.replaceByClumps(temps[i],[1.0],discretization=5)

#===============================================
#=============== Compaction ====================
#===============================================


triax=TriaxialStressController(
	
	maxMultiplier=1.000,  
	finalMaxMultiplier=1.000,  
	thickness = 0,
	stressMask = 7,
	internalCompaction=False, 
)


O.engines=O.engines+[triax]

triax.goal1=-1.0e5
triax.goal2=-1.0e5
triax.goal3=-1.0e5
triax.wall_back_activated=True

O.dt=2e-6


while 1:
  O.run(100, True)
  unb=unbalancedForce()
  meanS=(triax.stress(triax.wall_right_id)[0]+triax.stress(triax.wall_top_id)[1]+triax.stress(triax.wall_front_id)[2])/3
  print 'mean Stress:',triax.meanStress,'porosity:', triax.porosity,'meanS:',unb
  if  triax.porosity<0.4 and abs(-1e5-triax.meanStress)/abs(-1e5)<0.01:

    print 'Isotropic strain1:',-triax.strain[0], 'Isotropic strain 2:',-triax.strain[1], 'Isotropic strain 3:',-triax.strain[2]
    break
    print "###      Isotropic state saved      ###"


triax.depth0=triax.depth
triax.height0=triax.height
triax.width0=triax.width
O.save('RVE-sizeDis-solid-Isoe5-Isopart.yade')

#====================================================================
#=====================   DEVIATORIC LOADING   =======================
#====================================================================

triax.stressMask = 3
triax.goal1 = -1e5
triax.goal2 = -1e5
triax.goal3 = -1

O.saveTmp()


calmEngine.dead=True
checkEngine.dead=True

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