while am performing structural analysis am getting localised stress across holes, bends and corner sheets. how to eliminate it?
you mean in post-processing?
usually you can create a set of elements to be negleted (close to rigids, etc).
Usually what I do is to isolate rigids, and unmask adjacent elements, and include these into this set.
For other ones, you might need to include it by hand or use some tool like 'edges' or 'features' in HM to find them.
Thank you for your answer sir. actually how to identify localised stress on what basis we have to decide it.
