************************************************************************************
** Information Files for Visualisation with ABAQUSER for elements CX*
**  Geralf Hütter, 2014/06/07
**
**  1. choose dimension and nodal variables (*NV, *NF, *NCF)
**  2. define output request (*OUTPUT)
**  3. choose element and define sdv (*UEL, *DIM, *SDV)
**
************************************************************************************
**
** Nodal Variables
** Please choose dimension!
**
** 2D:
**NV
** U Spatial_displacement VECTOR 1 2
** 3D:
**NV
** U Spatial_displacement VECTOR 1 2 3
**
************************************************************************************
**
** Output Request
**
**OUTPUT, STEPNUMBER=1, TYPE=TIME, LIMITS=SPACED
** 0.0 0.1 1.0
** 13.0 2.0 19.0
**OUTPUT, STEPNUMBER=1, TYPE=TIME
** 1.0 2.0
**OUTPUT, STEPNAME=Step-1, TYPE=INCREMENTS, LIMITS=SPACED
** 1 5 13
**OUTPUT, STEPNUMBER=2, TYPE=INCREMENTS, LIMITS=MAX
** 10
**OUTPUT, STEPNUMBER=3, TYPE=INCREMENTS, LIMITS=MINMAX
** 20 30
**OUTPUT, TYPE=INCREMENTS, LIMITS=MIN
** 50
**
************************************************************************************
** -------------------------------------------------
** CPE4 - reduced integration
*UEL, TYPE=U2006, NUMIP=1, NUMSDV=8, NUMSDVPIP=8, ABADUMMY=CPE4R
1 2 3 4 
1 
**
*SDV, UEL=U2006
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** CPE4 - full integration
*UEL, TYPE=U2001, NUMIP=4, NUMSDV=32, NUMSDVPIP=8, ABADUMMY=CPE4
1 2 3 4 
1 2 3 4
**
*SDV, UEL=U2001
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** CPE8 - Reduzierte Integration
*UEL, TYPE=U2007, NUMIP=4, NUMSDV=32, NUMSDVPIP=8, ABADUMMY=CPE8R
1 2 3 4 5 6 7 8 
1 2 3 4 
**
*SDV, UEL=U2007
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
TWO_D_PLANAR
**
** -------------------------------------------------
*UEL, TYPE=U2002, NUMIP=9, NUMSDV=72, NUMSDVPIP=8, ABADUMMY=CPE8
1 2 3 4 5 6 7 8
**1 5 2 8 9 6 4 7 3
1 2 3 4 5 6 7 8 9  
**
*SDV, UEL=U2002
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** C3D20 - Volle Integration
*UEL, TYPE=U2005, NUMIP=27, NUMSDV=324, NUMSDVPIP=12, ABADUMMY=C3D20
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
**1 9 2 12 22 10 4 11 3 17 24 18 27 21 25 20 26 19 5 13 6 16 23 14 8 15 7
**
*SDV, UEL=U2005
S Stress_components TENSOR_3D_FULL 1 2 3 4 5 6
E Strain_components TENSOR_3D_FULL 7 8 9 10 11 12
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2 3
*NF
RF Residual VECTOR 1 2 3
**
*DIM
THREE_D
** -------------------------------------------------
** C3D20 -Reduzierte Integration
**
*UEL, TYPE=U2011, NUMIP=8, NUMSDV=96, NUMSDVPIP=12, ABADUMMY=C3D20R
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 
1 2 3 4 5 6 7 8
**1 2 4 3 5 6 8 7
**
*SDV, UEL=U2011
S Stress_components TENSOR_3D_FULL 1 2 3 4 5 6
E Strain_components TENSOR_3D_FULL 7 8 9 10 11 12
*NV
U Displacement VECTOR 1 2 3
*NF
RF Residual VECTOR 1 2 3
**
*DIM
THREE_D
** -------------------------------------------------
** CPE3- Plain Strain
*UEL, TYPE=U2012, NUMIP=1, NUMSDV=8, NUMSDVPIP=8, ABADUMMY=CPE3
1 2 3
1
**
*SDV, UEL=U2012
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** CAX4 - axi-symmetric, full integration
*UEL, TYPE=U2015, NUMIP=4, NUMSDV=32, NUMSDVPIP=8, ABADUMMY=CAX4
1 2 3 4
1 2 3 4
**
*SDV, UEL=U2015
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
AXISYMMETRIC
** -------------------------------------------------
** CAX4R - axi-symmetric, reduced integration
*UEL, TYPE=U2016, NUMIP=1, NUMSDV=8, NUMSDVPIP=8, ABADUMMY=CAX4R
1 2 3 4
1
**
*SDV, UEL=U2016
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
AXISYMMETRIC
** -------------------------------------------------
** CAX8 - axi-symmetric, full integration
*UEL, TYPE=U2017, NUMIP=9, NUMSDV=72, NUMSDVPIP=8, ABADUMMY=CAX8
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8 9
**
*SDV, UEL=U2017
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
E Strain_components TENSOR_3D_PLANAR 5 6 7 8
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
AXISYMMETRIC
** -------------------------------------------------
** CAX8R - axi-symmetric, full integration
*UEL, TYPE=U2018, NUMIP=4, NUMSDV=32, NUMSDVPIP=8, ABADUMMY=CAX8R
1 2 3 4 5 6 7 8
1 2 3 4
**
*SDV, UEL=U2018
S Stress_components TENSOR_3D_PLANAR 1 2 3 4
** Aufteilung der Knotenfreiwerte
*NV
U Displacement VECTOR 1 2
*NF
RF Residual VECTOR 1 2
**
*DIM
AXISYMMETRIC
** -------------------------------------------------
** T2D2 - spheri-symmetric, 1GP, 2 nodes
*UEL, TYPE=U2020, NUMIP=1, NUMSDV=6, NUMSDVPIP=6, ABADUMMY=T2D2
1 2
1
**
*SDV, UEL=U2020
S Stress_components TENSOR_3D_PLANAR 1 2 3 0
E Strain_components TENSOR_3D_PLANAR 4 5 6 0
** Aufteilung der Knotenfreiwerte
*NV
U Displacement SCALAR 1
*NF
RF Residual SCALAR 1
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** T2D3 - spheri-symmetric, 3GP, 3 nodes
*UEL, TYPE=U2021, NUMIP=3, NUMSDV=18, NUMSDVPIP=6, ABADUMMY=T2D3
1 2 3
1 2
**
*SDV, UEL=U2021
S Stress_components TENSOR_3D_PLANAR 1 2 3 0
E Strain_components TENSOR_3D_PLANAR 4 5 6 0
** Aufteilung der Knotenfreiwerte
*NV
U Displacement SCALAR 1
*NF
RF Residual SCALAR 1
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
** T2D3 - spheri-symmetric, 2GP, 3 nodes
*UEL, TYPE=U2022, NUMIP=2, NUMSDV=12, NUMSDVPIP=6, ABADUMMY=T2D3
1 2 3
1 2
**
*SDV, UEL=U2022
S Stress_components TENSOR_3D_PLANAR 1 2 3 0
E Strain_components TENSOR_3D_PLANAR 4 5 6 0
** Aufteilung der Knotenfreiwerte
*NV
U Displacement SCALAR 1
*NF
RF Residual SCALAR 1
**
*DIM
TWO_D_PLANAR
** -------------------------------------------------
