If your system is not too large, I'd advise that you determine the relaxed
lattice constants from a series of fixed-cell calculations, especially if
the system is more or less symmetrical. Although your stresses seem quite
low to me, I think that the only way to improve them might be, indeed, to
lower the stress tolerance. Note that since you are using a finite
integration grid, no one can guarantee that you will ever get zero stresses.
So, check for the integration grid cutoff as well, you might have to
increase it at some point.

2007/3/27, Yurko Natanzon <[EMAIL PROTECTED]>:

Dear siesters,
I'm thinking on increasing the accuracy of calculating elastic
constants (i'm interested in shear ones but it doesn't matter). First
I relax a lattice to get a stress tensor zero, and then make
deformations to get a new stress tensor and calculate elastic
constants. But in fact the stress tensor of relaxed lattice is not
zero, it has a form like this one:
-0.000020       -0.000056       0.000233
-0.000056       0.000053        -0.000033
0.000233        -0.000033       0.001350
the values of this tensor in fact influence the results of elastic
constant calculations. In fact, if I get +1% deformation in one
direction and -1% - I may get totally different values of stress
tensor. Is there a way to take the influence of zero stress tensor
into account?
If  I'll be able to know, which strain corresponds to this stress
tensor, I can find the lattice vectors of ideally relaxed lattice, and
this will solve the problem.

I would be grateful for any advices regarding this. Of course, I may
try to set StressTolerance and Force Tolerance to some low values, but
this will take much more CG steps to fully relax the lattice and much
more time. Also in some cases I can't fully relax the lattice because
of constraints, but need to relax only several components of stress
tensor.

--
Yurko Natanzon
PhD Student
Henryk Niewodniczański Institute of Nuclear Physics
Polish Academy of Sciences
ul. Radzikowskiego 152,
31-342 Kraków, Poland
Email: [EMAIL PROTECTED], [EMAIL PROTECTED]

Reply via email to