Hello everyone,
I'm working on a storage tanks whose loads are hydrostatic pressure and self-weight at the first Load Step, and a hydrodynamic load at the second Load Step. This hydrodynamic load not only depends on diameter and height of the tank, but also on the location of nodes (X,Y,Z). I...
Dear Engineers, this is the first time I start a new thread, hope it goes well.
I tried to repeat the example given in ASME PTB-3 through Ansys Workbench, but considering 2 models, the first one is a 2D axysimetric and the second one is a 3D model with shell elements and compare their results...