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Message #24747
Re: [Question #694997]: Am I incorrectly using O.Periodic=True?
Question #694997 on Yade changed:
https://answers.launchpad.net/yade/+question/694997
Kieran posted a new comment:
Worth mentioning, below is my first attempt in adjusting the "Periodic
Simple Shear" open source file. I transitioned into the workinprogress
script seen above because when I set "limitMeanStress=0" to avoid the
triaxial compression, the RVE shears but none of the particles are in
contact within one another. In fact, they stay suspended in the same
spot they were initiated via pack.regularHexa.
I created the above "work in progress" file to:
1) exclude the compression, I want pure shear stress
2) Have particles run through NewtonIntegrator while subjected to gravity in order to have particles come in contact with one another via gravity, and then apply shear to RVE.
Previous code/iteration/postinspiration:
# encoding: utf8
# script for periodic simple shear test, with periodic boundary
# first compresses to attain some isotropic stress (checkStress),
# then loads in shear (checkDistorsion)
#
# the initial packing is either regular (hexagonal), with empty bands along the boundary,
# or periodic random cloud of spheres
#
# material friction angle is initially set to zero, so that the resulting packing is dense
# (sphere rearrangement is easier if there is no friction)
#
# setup the periodic boundary
from __future__ import print_function
O.periodic=True
# Assigns Matrix3(2,0,0, 0,2,0, 0,0,2) object to O.cell[1] ans its hSize[2] attribute
# Diagonal terms are "normal size" (i.e. 2x2x2), zero nondiagonal terms mean no skew and no rotation (nondiagonal terms control skew and/or rotation)
###O.cell.hSize=Matrix3(2,0,0, 0,2,0, 0,0,2)
O.cell.hSize=Matrix3(2,0,0, 0,2,0, 0,0,2)
# NOTE
# Class O.cell are parameters of periodic boundary conditions. Only applied if O.isPeriodic==True
# hSize[2] states that hSize is "base cell vectors (columns of the matrix) here vectors are the edges of the cell
# hSize is only meant to be used at iteration 0 before any interactions have been created
from yade import pack, plot
# the "if 0:" block will be never executed, therefore the "else:" block will be
# to use cloud instead of regular packing, change to "if 1:" or something similar
if 0:
# create cloud of spheres and insert them into the simulation
# we give corners, mean radius, radius variation
sp=pack.SpherePack()
sp.makeCloud((0,0,0),(2,0.1,2),rMean=.1,rRelFuzz=0,periodic=True) ###rRelFuzz=.6
# insert the packing into the simulation
sp.toSimulation(color=(0,0,1)) # pure blue
else:
# in this case, add dense packing
O.bodies.append(
pack.regularHexa(pack.inAlignedBox((0,0,0),(2,0.3,2)),radius=.1,gap=0,color=(0,0,1))
)
# create "dense" packing by setting friction to zero initially
O.materials[0].frictionAngle=0
# simulation loop (will be run at every step)
O.engines=[
ForceResetter(),
InsertionSortCollider([Bo1_Sphere_Aabb()]),
InteractionLoop(
[Ig2_Sphere_Sphere_ScGeom()],
[Ip2_FrictMat_FrictMat_FrictPhys()],
[Law2_ScGeom_FrictPhys_CundallStrack()]
),
NewtonIntegrator(damping=.4),
# run checkStress function (defined below) every second
# the label is arbitrary, and is used later to refer to this engine
PyRunner(command='checkStress()',realPeriod=1,label='checker'),
# record data for plotting every 100 steps; addData function is defined below
PyRunner(command='addData()',iterPeriod=100)
]
# set the integration timestep to be 1/2 of the "critical" timestep
O.dt=.5*PWaveTimeStep()
##########################################################################################################################################################
# prescribe isotropic normal deformation (constant strain rate)
# of the periodic cell
O.cell.velGrad=Matrix3(.1,0,0, 0,.1,0, 0,0,.1)
# Assigns Matrix3(.1,0,0, 0,.1,0, 0,0,.1) object to O.cell[1] ans its hSize[3] attribute
# The components are components of velocity gradient (in matrix form)
# Only diagonal negative terms since it is isotropic compression
# when to stop the isotropic compression (used inside checkStress)
#limitMeanStress=0
limitMeanStress=5e4
# called every second by the PyRunner engine
def checkStress():
# stress tensor as the sum of normal and shear contributions
# Matrix3.Zero is the intial value for sum(...)
stress=getStress().trace()/3.
print('mean stress',stress)
# if mean stress is below (bigger in absolute value) limitMeanStress, start shearing
if stress<limitMeanStress:
# apply constantrate distorsion on the periodic cell
# Deformation gradient has changed to pure simple shear
###O.cell.velGrad=Matrix3(0,0,.1, 0,0,0, 0,0,0)
O.cell.velGrad=Matrix3(0,0,0.01, 0,0,0, 0,0,0)
# change the function called by the checker engine
# (checkStress will not be called anymore)
checker.command='checkDistorsion()'
# block rotations of particles to increase tanPhi, if desired
# disabled by default
if 0:
for b in O.bodies:
# block X,Y,Z rotations, translations are free
b.state.blockedDOFs='XYZ'
# stop rotations if any, as blockedDOFs block accelerations really
b.state.angVel=(0,0,0)
# set friction angle back to nonzero value
# tangensOfFrictionAngle is computed by the Ip2_* functor from material
# for future contacts change material (there is only one material for all particles)
O.materials[0].frictionAngle=.5 # radians
# for existing contacts, set contact friction directly
for i in O.interactions: i.phys.tangensOfFrictionAngle=tan(.5)
# called from the 'checker' engine periodically, during the shear phase
def checkDistorsion():
# if the distorsion value is >.3, exit; otherwise do nothing
# trsf: Current tranformation matrix of the cell, obtained from time integration of Cell.velGrad
# trsf is the deformation gradient [5] of the cell
# trsf[0,2] means the xz shearstrain portion of the deformation gradient
if abs(O.cell.trsf[0,2])>.5:
# save data from addData(...) before exiting into file
# use O.tags['id'] to distinguish individual runs of the same simulation
plot.saveDataTxt(O.tags['id']+'.txt')
# exit the program
#import sys
#sys.exit(0) # no error (0)
O.pause()
# called periodically to store data history
def addData():
# get the stress tensor (as 3x3 matrix)
stress=sum(normalShearStressTensors(),Matrix3.Zero)
# give names to values we are interested in and save them
# Indices are 0=x, 1=y, and 2=z
# stress[2,2] means stress_zz, i.e. normal z component
# stress[0,2] means stress_xy, i.e. shear xz component
plot.addData(exz=O.cell.trsf[0,2],szz=stress[2,2],sxz=stress[0,2],tanPhi=(stress[0,2]/stress[2,2]) if stress[2,2]!=0 else 0,i=O.iter)
# color particles based on rotation amount
for b in O.bodies:
# rot() gives rotation vector between reference and current position
b.shape.color=scalarOnColorScale(b.state.rot().norm(),0,pi/2.)
# define what to plot (3 plots in total)
## exz(i), [left y axis, separate by None:] szz(i), sxz(i)
## szz(exz), sxz(exz)
## tanPhi(i)
# note the space in 'i ' so that it does not overwrite the 'i' entry
plot.plots={'i':('exz',None,'szz','sxz'),'exz':('szz','sxz'),'i ':('tanPhi',)}
# better show rotation of particles
Gl1_Sphere.stripes=True
# open the plot on the screen
plot.plot()
O.saveTmp()

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