This method may be used in any large amplitude sloshing problem. In this case, all fluid nodal coordinates are updated after each iteration or time step, depending on the value of NREMSH, according to the fluid domain deformed boundaries.
1-5 Lower left corner node (N1 ) 6-10 Lower right corner node (N2 ) 11-15 Upper left corner node (N4 ) 15-20 First curve nodal increment (I1 ) 21-25 Fourth curve nodal increment (I4 ) 26-30 Number of layers (NZ ) 31-35 Layer increment (IZ ) 36-40 Target structure system number (ITAR ) 41-45 Target structure element increment (INC ) 46-50 Structure start element for curve 1 (NES1 ) 51-55 Structure end element for curve 1 (NEE1 ) 56-60 Structure start element for curve 2 (NES2 ) 61-65 Structure end element for curve 2 (NEE2 ) 66-70 Structure start element for curve 4 (NES4 ) 71-75 Structure end element for curve 4 (NEE4 ) 76-80 Corner node sequence increment (IMCC ) 81-85 N1 sequence start node (NNS1 ) 86-90 N1 sequence end node (NNE1 ) 91-95 N2 sequence start node (NNS2 ) 96-100 N2 sequence end node (NNE2 )