Yes, I have large deformation effects ON. Oh! I have not looked at the Newton-Raphson residuals, I will read the article, thank you.
But the problem was that I was applying the load in a edge of the solid parts, so I applyed a pressure on the beam flange with the same value of the crosssection (line pressure) and it converged. The results are OK, now I posted another topic: Symmetry.
Thank you, very much!!!
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