Hello.
I have a problem I can't seem to find a proper solution too.
I have a number of different structures to analyse, each structure have between 3 and 5 different loads (by which I mean I have structural loads on 3 to 5 separate places at once, on each structure) as well as several different...
Hi!
I recently got a task at work to update a few already computed ANSYS-scripts and to evaluate the results.
One of the scripts did however present me with quite a wierd issue of convergence. As the only things to be updated in the scripts were the loads I went ahead and did this (note: no...
