I am studying the seismic response of water tanks. Tank is modeled using shell181 elements and water Fluid30 elements in ansys apdl. How can I get the hydrodynamic pressure over the height of tank wall by performing the transient analysis?
Interested in finding the pressure on the tank wall for which pressure is not dof. ( but get transferred through FSI). I couldn't get the contour plot by defining the element table data. But can obtain the pressure by map on to path - but not sure if it is correct or not.