Questions about EDIFF for DynMat calculation
Posted: Thu Feb 25, 2010 6:42 pm
Hi Prof. Graeme,
1. To get the relaxed structure for a dynamical matrix calculation, should I really have to set EDIFF to such a small value as 1.0E-7?
2. When I use the relaxed structure from question 1 to perform a dynamical matrix calculation in order to get the vibrational frequecies, should I really have to set EDIFF to such a small value as 1.0E-7?
I ask two questions above because I have tried several jobs and found that it was so time consuming to get the calculation converged if I set EDIFF to 1.0E-7, especially for large systems. Is it acceptable that I set it to 1.0E-6 or even 1.0E-5? Will there be a big error bar for calculated vibrational frequencies between 1.0E-7 and 1.0E-6 or even 1.0E-5?
Thanks a lot.
1. To get the relaxed structure for a dynamical matrix calculation, should I really have to set EDIFF to such a small value as 1.0E-7?
2. When I use the relaxed structure from question 1 to perform a dynamical matrix calculation in order to get the vibrational frequecies, should I really have to set EDIFF to such a small value as 1.0E-7?
I ask two questions above because I have tried several jobs and found that it was so time consuming to get the calculation converged if I set EDIFF to 1.0E-7, especially for large systems. Is it acceptable that I set it to 1.0E-6 or even 1.0E-5? Will there be a big error bar for calculated vibrational frequencies between 1.0E-7 and 1.0E-6 or even 1.0E-5?
Thanks a lot.