Dear Blas,
thank You for Your answer. It led me to the conclusion, that it was something wrong with my model. I spent a lot of time reviewing the model but finally came upon some issues:
1. I used CTETRA 10-noded elements for bolts and CHEXA 8-noded elements for plates, in which holes for the...
Hi, I am a facade engineer and I am trying to compute bracket analysis using SOL401 with nonlinear materials, glued and contact connections and RBE2 elements to transfer loads as well as introduce additional nodal constraints to the model. As I am pretty new to SOL401, I need some help with the...
