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Message #16042
Re: [Question #659526]: Triaxial test on dry granular material
Question #659526 on Yade changed:
https://answers.launchpad.net/yade/+question/659526
Swapnil posted a new comment:
thanks Jan.
1) I am trying with the randomDense pack option. could you please check this script.( It takes a lot of time for the periodic compression though ;))
#triaxial test on dry sand
from yade import pack,plot,qt
import math
num_spheres=5000 # number of spheres
young=5e10
compFricDegree = 30 # initial contact friction during the confining phase
finalFricDegree = 30 # contact friction during the deviatoric loading
mn,mx=Vector3(0,0,0),Vector3(0.1,0.1,0.1) # corners of the initial packing
O.materials.append(FrictMat(young=young,poisson=0.3,frictionAngle=radians(compFricDegree),density=2600,label='spheres'))
O.materials.append(FrictMat(young=young,poisson=0.5,frictionAngle=0,density=0,label='walls'))
walls=aabbWalls([mn,mx],thickness=0,material='walls')
wallIds=O.bodies.append(walls)
pred=pack.inAlignedBox(mn,mx)
sp=pack.randomDensePack(pred,radius=0.5,spheresInCell=num_spheres)
O.bodies.append(sp)
newton=NewtonIntegrator(damping=0.1)
O.dt=0.1*PWaveTimeStep()
O.engines=[
ForceResetter(),
InsertionSortCollider([Bo1_Sphere_Aabb(),Bo1_Box_Aabb(),Bo1_Wall_Aabb()]),
InteractionLoop(
[Ig2_Sphere_Sphere_ScGeom(),Ig2_Box_Sphere_ScGeom(), Ig2_Wall_Sphere_ScGeom()],
[Ip2_FrictMat_FrictMat_FrictPhys()],
[Law2_ScGeom_FrictPhys_CundallStrack(),]
),
TriaxialStressController(label='triax',
maxMultiplier=1.+2e4/young, # spheres growing factor (fast growth)
finalMaxMultiplier=1.+2e3/young, # spheres growing factor (slow growth)
thickness = 0,
stressMask =7,
max_vel = 0.005,
internalCompaction=True, # If true the confining pressure is generated by growing particles
),GlobalStiffnessTimeStepper(active=1,timeStepUpdateInterval=50,timestepSafetyCoefficient=0.8),PyRunner(iterPeriod=100,command='addPlotData()'),
newton
]
#O.dt=0.005*PWaveTimeStep()
#strain_rate=-0.05
triax.goal1=triax.goal2=triax.goal3=-5000
#Deviatoric loading
##We move to deviatoric loading, let us turn internal compaction off to keep particles sizes constant
triax.internalCompaction=False
## Change contact friction (remember that decreasing it would generate instantaneous instabilities)
setContactFriction(radians(finalFricDegree))
##set stress control on y and z, we will impose strain rate on x
triax.stressMask = 6
##now goal1 is the target strain rate
triax.goal1=-0.01
## we define the lateral stresses during the test, here the same 10kPa as for the initial confinement.
triax.goal2=-10000
triax.goal3=-10000
##Save temporary state in live memory. This state will be reloaded from the interface with the "reload" button.
O.saveTmp()
def addPlotData():
plot.addData(e11=-triax.strain[0], e22=-triax.strain[1], e33=-triax.strain[2],
ev=-triax.strain[0]-triax.strain[1]-triax.strain[2],
s11=-triax.stress(triax.wall_right_id)[0],
s22=-triax.stress(triax.wall_top_id)[1],
s33=-triax.stress(triax.wall_front_id)[2],
i=O.iter)
plot.plots={'i':('e11','e22','e33',None,'s11','s22','s33')}
plot.plots={'e11':('s11'),'e22':('s22'),'e33':('s33')} #,'s22','s33')}
plot.plot()
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