Hello everyone, I am a new user of Abaqus.
I try to simulate the impact between a vessel and an off-shore wind turbine for my Thesis. The wind turbine is inserted in the sea-bottom. I have a problem regarding the modeling of the interaction between the soil and the embedded part of the wind turbine.
I have modeled this interaction using non-linear connector elements according to the following link: https://simulation-blog.technia.com/simulation/subsea-modeling-with-soil-and-structure-interaction-in-abaqus-part-1
However, this type of modelling imposes a load on the embedded part of the wind turbine resulting to its movement (without any other load imposed on it). Is this normal? Could you please advise on how I can eliminate this movement, as my intention is that those connectors describe the stiffness of the soil around the embedded wind turbine, operating as a constraint?