Hi, since using HyperWorks, I became disapointed about the meshing/boundary conditions management. I was using Ansys in the past and it was way easier to manage the loads since the "collectors" where creating themselves. Also, I could change the load magnitude within the tree because the loads where defined by the geometry and not the FE entities (Nodes, element faces). Now using HyperWorks, I need to define the loads and create my "collectors" myself and the worst is if I remesh, I loose all loads definition, contacts, etc.. which makes it hard and time consuming to complete convegence study
What are your top tips and work arround to manage all of this?
Thank you