Thank you Peter, it is indeed a closed tank. So I assume Step 1 = Initialization with Hydrostatic load, Step 2: Internal Pressure, Hydrostatic load deactivated. Interestingly, I get different stress profiles with the two cases. Maybe Ansys need to include some more data on the use of the hydrostatic load with other loading.
Please Login to Report Topic
Please Login to Share Feed
New Post - Reply To: Hydrostatic Load Application Ansys