Reply To: Contact Issues with Modal Analysis on a Structure

[Kaiden Bedell]

Hi Aniket, 

I was wondering what it is about MPC vs other options that creates such a drastic change in results. I understand the idea that it is a 'multi point contact' and it doesnt take into account maxiumum contact stiffness. Do you have any further knowledge on why this formulation works over others for this model? 

Thank you, 

Kaiden Bedell