Question #693437 on Yade changed:
https://answers.launchpad.net/yade/+question/693437

    Status: Needs information => Open

Li Zeng gave more information on the question:
Hi Jan and Robert,

Sorry for not providing MWE before. Below is my MWE.  I hope the
information is enough. I am simulating a single grain compression
experiment. Then get the load-displacement image. When using strain rate
1e-2 and iterperiod 1000, there was no problem with simulation. But when
I use strain rate 1e-3 and  iterperiod 1000 appeared shape mismatch:
objects cannot be broadcast to a single shape. According to the previous
question, I increased iterperiod to 10000. But the load-displacement
image is not the same as iterperiod 1000. I think iterPeriod determines
how often to save simulation data. It should not affect my load-
displacement image. So I am very confused.

"""
A simple grain test
A sphere with radius 2.5e-3
Load in z direction by z-perpendicslar walls.

"""

    iterper=1000,


# engines
O.engines=[
                       ForceResetter(),
                       
InsertionSortCollider([Bo1_Sphere_Aabb(aabbEnlargeFactor=intRadius,label='is2aabb'),Bo1_Wall_Aabb()]),
                       InteractionLoop(
                                
[Ig2_Sphere_Sphere_ScGeom(interactionDetectionFactor=intRadius,label='ss2sc'),Ig2_Wall_Sphere_ScGeom()],
                             
[Ip2_FrictMat_FrictMat_FrictPhys(),Ip2_JCFpmMat_JCFpmMat_JCFpmPhys(
                             cohesiveTresholdIteration=10, label='jcf', 
xSectionWeibullShapeParameter=xSectionShape,weibullCutOffMin=weibullCutOffMin, 
weibullCutOffMax=weibullCutOffMax
                                            )],
                             
[Law2_ScGeom_JCFpmPhys_JointedCohesiveFrictionalPM(smoothJoint=True,Key=identifier,
 label='interactionLaw', 
neverErase=True,recordCracks=True,recordMoments=True,momentRadiusFactor=momentRadiusFactor),
                             Law2_ScGeom_FrictPhys_CundallStrack()],
    ),
                         
           
GlobalStiffnessTimeStepper(active=1,timeStepUpdateInterval=100,timestepSafetyCoefficient=0.4,
 defaultDt=0.1*utils.PWaveTimeStep()),
           
VTKRecorder(dead=0,iterPeriod=iterper*2,initRun=True,fileName=(output+'-'),recorders=['jcfpm','cracks','facets','moments','intr'],Key=identifier,label='vtk'),
                       NewtonIntegrator(damping=0.7),
                       
PyRunner(iterPeriod=100,command='addPlotData()',initRun=True),
                       PyRunner(iterPeriod=100,command='stopIfDamaged()'),
]

# plot stuff
def addPlotData():
        # forces of walls. f1 is "down", f2 is "up" (f1 needs to be negated for 
evlauation)
        f1,f2 = [O.forces.f(i)[2] for i in wallIDs]
        f1 *= -1
        # average force
        f = .5*(f1+f2)
        # displacement 
        wall = O.bodies[wallIDs[1]]
        dspl = -1* wall.state.displ()[2]

        # store values
        plot.addData(
                t = O.time,
                i = O.iter,
                dspl = dspl,
                f1 = f1,
                f2 = f2,
                f = f,
        )
        plot.saveDataTxt('txt/data'+identifier+'.txt',vars= ('i', 'dspl','f'))
    
    
# plot dspl on x axis, loadon y1 axis and f,f1,f2 in y2 axis
plot.plots={'dspl':('f',)}

O.dt = 0
O.step() # to create initial contacts
# now reset the interaction radius and go ahead


# time step
O.dt = 0.004 * utils.PWaveTimeStep()

# run simulation
plot.plot()
O.run()


regards,
Li

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