Experiences with ESYS and Damping model question
First of all, I have to say that thanks to Dion, and all the development team of ESYS. It is a very complete and easy software package for DEM simulation. I've just finished a simulation consisting in a 2D box with a vibrating bottom wall. It has 380 small particles (1 mm) and 1 big particle (3 mm). The vibration is sinusoidal x=a.sin(w.t) with a = 3 mm and w = 100 1/seg, so the acceleration over gravity is Gamma = a.w² / g = 3.06. The time to setup the problem and of course to learn how to do it has been very short. The segregation caused by the vibration can be seen on the model. Thanks again for setting this package as open source.
After that I have one question. I've been reading some part of code (the files of the Model directory). As far as I've understood, the forces between particles are calculated in: CElasticInterac
Here is not included the damping. There are another two classes CDamping and CRotDamping, that calculate the damping forces. If it is required to have linear damping as well as rotational damping then two different instances should be made, one for each type of damping.
My doubt is the following. As I can see, the damping is calculated for each particle, and not for a contacting pair of particles. It is much as a general damping for abolute velocities. Well, there is a field that has to do with a reference velocity that I did not see how it's used. The question is: the calculated damping uses the absolutes velocities and therefore is a general viscosity, or there is in other classes a mechanism, so it is used this reference velocity between particles so it is implemented as a contact viscosity.
Thanks in advance, and best regards
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