Hello all comsol users!
I would like to start using Comsol for structural problems including contact mechanics and non linear material behavior. I would like to know how Comsol assembles matrix for linear perturbation or linearization. There is a little information about this in documentation. Does Comsol linearize and include all non - linearities, for example, in modal/harmonic analysis?
Please, has anyone experienced?
Thank you for any advice!
Petr Henys
I would like to start using Comsol for structural problems including contact mechanics and non linear material behavior. I would like to know how Comsol assembles matrix for linear perturbation or linearization. There is a little information about this in documentation. Does Comsol linearize and include all non - linearities, for example, in modal/harmonic analysis?
Please, has anyone experienced?
Thank you for any advice!
Petr Henys