*HEADING
 Linear Kinematics Element Test - C3D8
*NODE
1,0.0,0.0,1.0
2,1.0,0.0,1.0
3,1.0,0.0,0.0
4,0.0,0.0,0.0
5,0.0,1.0,1.0
6,1.0,1.0,1.0
7,1.0,1.0,0.0
8,0.0,1.0,0.0
11,1.25,1.25,2.25
12,2.25,1.25,2.25
13,2.25,1.25,1.25
14,1.25,1.25,1.25
15,1.25,2.25,2.25
16,2.25,2.25,2.25
17,2.25,2.25,1.25
18,1.25,2.25,1.25
*NSET,NSET=FRONT1
2,3,7,6
*NSET,NSET=BACK1
1,4,8,5
*NSET,NSET=FRONT2
12,13,17,16
*NSET,NSET=BACK2
11,14,18,15
*NSET,NSET=QA_TEST
FRONT1,BACK1,FRONT2,BACK2
*ELEMENT,TYPE=C3D8,ELSET=ALL
1,1,2,3,4,5,6,7,8
11,11,12,13,14,15,16,17,18
*SOLID SECTION, ELSET=ALL, MATERIAL=STEEL
1.0, 
*MATERIAL, NAME=STEEL
*ELASTIC
1.0e05,0.3
*DENSITY
100.0, 
** history data
*STEP,NLGEOM=NO
*DYNAMIC,EXPLICIT
,1.0
** apply boundary conditions
*BOUNDARY,TYPE=VELOCITY
** loading of element 1 (axial stretch)
**
FRONT1,1,1,1.0
FRONT1,2,3,0.0
BACK1,1,1,-1.0
BACK1,2,3,0.0
** loading of element 2 (shear deformation)
**
FRONT2,1,1,0.0
FRONT2,2,2,1.0
FRONT2,3,3,0.0
BACK2,1,1,0.0
BACK2,2,2,-1.0
BACK2,3,3,0.0
*BULK VISCOSITY
0,0
*RESTART,WRITE,NUMBER=1
*FILE OUTPUT,NUMBER=1
*NODE FILE
U,
*EL FILE
ELEN,
S, 
E,
***********************
*OUTPUT, FIELD, NUMBER INTER=1
*NODE OUTPUT,NSET=QA_TEST
U,
*OUTPUT,HISTORY,TIME INTERVAL=1.0
*ENERGY OUTPUT,VAR=PRESELECT
***********************
***OUTPUT,HISTORY,TIME INTERVAL=0.001
***NODE OUTPUT,NSET=FRONT1
**U,
**RF,
***NODE OUTPUT,NSET=BACK1
**U,
**RF,
***NODE OUTPUT,NSET=FRONT2
**U,
**RF,
***NODE OUTPUT,NSET=BACK2
**U,
**RF,
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLPD,ALLWK,ETOTAL,
**DT,
***ELEMENT OUTPUT,ELSET=ALL
**S,
**LE,
*END STEP