Understanding implemented max cut off criteria in liquid bridge models
Hi,
I have some questions regarding the implementation of the “cohesion_model_easo_capillary_viscous.h” (or for that matter washino) which I would really appreciate your reply to help me understand the algorithm and to properly apply the code. My main questions are with regards to the criteria to evaluate the three possible cases of no-bridge, active, breakage of the liquid bridge force.
Thank you for your time and consideration.
Ali