I was recommended to add @Krzysztof_Wasik also to this thread and clarify a bit further what I am expecting or what my doubts are.
I am trying to better understand the behaviour and limitations of ARSA. As we know, finite element methods are used to approximately solve differential equations describing a certain problem. To solve those problems a variety of approaches are available and each of them has their pros and cons (for example, in certain cases Kirchhoff theory is better suitable for plate models and in certain cases Mindlin-Reissner theory is better suitable). My goal is to better understand the theoretical background of ARSA to better evaluate the limitations of the calculations that I am performing with ARSA.
For example, here is and old thread, where additional knowledge of the calculation methods would have helped.
Best regards,
Martin
