Reply To: Hydrostatic Load Application Ansys

[drdmsthesis]

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.