We have been trying to apply a cyclic bi axial load on a single crystal block of Al using EAM potential. At the beginning, we have tried to use wiggle style in fix deform in x-direction. The results show a linear increasing in the lx (size of the block in x direction), but we expected to have a sinusoidal behavior in the position applied load/displacement. We have tried also with Variable style but it seems that it is not compatible with npt when we try to apply the bi axial load on the model. So, I would be much obliged if you could explain why it has a linear behaviour by applying Sin load (wiggle style), and in the case of variable style what you suggest us to replace with npt.
Please find an example of the script in the attachment.
Thanks in advance and looking forward to hearing from you.
We have been trying to apply a cyclic bi axial load on a single crystal block of Al using EAM potential. At the beginning, we have tried to use wiggle style in fix deform in x-direction. The results show a linear increasing in the lx (size of the block in x direction), but we expected to have a sinusoidal behavior in the position applied load/displacement. We have tried also with Variable style but it seems that it is not compatible with npt when we try to apply the bi axial load on the model. So, I would be much obliged if you could explain why it has a linear behaviour by applying Sin load (wiggle style), and in the case of variable style what you suggest us to replace with npt.
Please find an example of the script in the attachment.
Thanks in advance and looking forward to hearing from you.
What is your evidence that the box size grows with time and
does not oscillate? You can use fix deform (any of its styles)
with fix npt, so long as you don't try to control the same
dimension with both.