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1-5 Element type number (NTYPE=4 )
6-10 Maximum number of the present local node (NEN )
11-15 Number of pressure/velocity time histories (NSOUT )
16-20 Boundary Discharge load-time function number (LFBODY)
21-25 Number of integration points (NINT )
EQ.0, Ignore the element
26-30 Mass matrix type code, required only for the free surface (IMASS )
EQ.0, Consistent mass matrix
EQ.1, Lumped mass matrix
EQ.2, Discrete nodal formulation
31-35 Material model number (NUMAT )
36-40 Geometric nonlinear flag (NNFLAG)
EQ.0, Deactivate geometric nonlinearity
EQ.I, Free surface is attached to the element
GT.10, Corner nodes flag, for 3-D, start with the two way corner node
GT.0, Nonlinear Element
LT.0, Linear element (EQ.-10 for elements with no free surfaces)
41-45 Element stress/strain output flag (IOUTFL)
EQ.0, Pressure at the integration points
EQ.1, Velocity at the integration points
EQ.2, Both pressure and velocity at the integration point
46-50 Element system number (ISYSTM)
51-55 Unused flag
56-60 Stiffness matrix integration rule
GT.0, Gauss integration is used for stiffness matrix
LT.0, Lobbato integration is used for stiffness matrix
61-65 Mass Matrix integration rule, 0 forces the full integration rule
GT.0, Gauss integration is used for mass matrix
LT.0, Lobbato integration is used for mass matrix
65-70 Reference node number for relative formulation (NREL )
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**Next:** Element Generation Card **Up:** Fluid Isoparametric Element **Previous:** Fluid Isoparametric Element *A. Zeiny*

*2000-09-06*