I am working on developing an accurate 3D model.
When I defined the rigid slab the analyses aborted for the static step. In the Message file appeared this:
***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY.
***ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT
I tried different Tie constraint but never change. Does anyone know how solve this problem?
I really appreciate your help and suggestions!
Hello Daniele,
I would suggest you first to try to model first only one masonry wall with concrete slabs. In this way, you will be able to see if your method is working and it is only a local problem or if you have to find another of modelling. The software usually does not like when nodes are part of two different mediums in the same time.
Hello Damien,
Thank you for your suggestion. I don't know why with the 3d shear element (the column with beam) I didn't have problem and the material assigned is concrete.
I will try your suggestion.
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