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Message #02577
Re: [yade-users] Geometry efffects in triaxial loadings?
Unfortunately, the correction does not affect my results. Indeed, as I
said, the 3 strain rates were equal, and this is what the equations
below should provide if I understand well.
Yes, they should now.
Maybe I wasn't clear enough. I attached here the evolutions of the 3
strains during the same test. You can see the delay between the 3
strains to reach the desired stress level. I told you about
"relaxation" effects because of the transition between compression and
dilation when the axial stress (see E2) level is reached. I tried by
decreasing the maxVel and by decresing the time step, but I still have
the same delay...
I don't really understand your plot. There is no stress.
In fact, I don't really know if my problem (say, less deformation in
the axial direction than in the radial ones to reach the same stress
level) is really a problem... I would expect to have identical
deformations (and I insist on deformation and not displacement!) in
each directions to produce the same increase in stress, assuming that
the sample is isotropic and homogeneous, but it seems that I was wrong...
I agree : isotropic stress on an isotropic material is obtained after
isotropic strain.
Perhaps your packing is not isotropic? Or there is a bug somewhere...
ps: I found another tiny error in TriaxialStressController. It was in
the computation of the wall thickness (see rev 2068). It affected the
case where the thickness parameter was not specified.
Thanks! I wondered why I never noticed problems with the previous code,
the reason is this assignment was never used in my case (always using
the user-defined non-default value).
Bruno
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