**Next:** Element Generation Card **Up:** Solid Isoparametric Element **Previous:** Solid Isoparametric Element

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1-5 Element type number (NTYPE=3 )
6-10 Maximum number of the present local node (NEN )
11-15 Number of stress/strain time histories (NSOUT )
16-20 Body force load-time function number (LFBODY)
21-25 Number of integration points (NINT )
EQ.0, Ignore the element
26-30 Mass matrix type code (IMASS )
EQ.0, Consistent mass matrix
EQ.1, Lumped mass matrix
EQ.2, No mass matrix
31-35 Material model number (NUMAT )
36-40 Geometric nonlinear flag (NNFLAG)
EQ.0, Deactivate geometric nonlinearity
EQ.1, Activate geometric nonlinearity
41-45 Element stress/strain output flag (IOUTFL)
EQ.0, Global stress at the integration points
EQ.1, Global strain at the integration points
EQ.2, Both stress and strain at the integration point
46-50 Element system number (ISYSTM)
51-55 2-D Elements type flag, ignored if NSD.EQ.3 (ITFLAG)
EQ.0, Plane stress
EQ.1, Plane Strain
EQ.2, Axisymmetric
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, zero forces the full integration rule
GT.0, Gauss integration is used for mass matrix
LT.0, Lobbato integration is used for mass matrix
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**Next:** Element Generation Card **Up:** Solid Isoparametric Element **Previous:** Solid Isoparametric Element *A. Zeiny*

*2000-09-06*