*HEADING
HILL CREEP, LAW=TIME, UNIAXIAL TENSION CREEP DIRECTION 1, C3D8
*NODE,NSET=ONE
1,0.,0.,0.
2,10.,0.,0.
3,10.,1.,0.
4,0.,1.,0.
5,0.,0.,1.
6,10.,0.,1.
7,10.,1.,1.
8,0.,1.,1.
*NODE,NSET=TWO
11,15.,0.,0.
12,25.,0.,0.
13,25.,1.,0.
14,15.,1.,0.
15,15.,0.,1.
16,25.,0.,1.
17,25.,1.,1.
18,15.,1.,1.
*ELEMENT,TYPE=C3D8,ELSET=SPEC
1,1,2,3,4,5,6,7,8
*ELEMENT,TYPE=C3D8,ELSET=TWO
2,11,12,13,14,15,16,17,18
*INITIAL CONDITIONS, TYPE=FIELD,VARIABLE=1
TWO,0.0
**local orientation matching global system 
*ORIENTATION,NAME=RECT
 1.0, 0.0, 0.0, 0.0, 1.0, 0.0
 1, 0.0
*SOLID SECTION,ELSET=SPEC,MATERIAL=DATTIM,ORIENT=RECT
*MATERIAL,NAME=DATTIM
*ELASTIC
20.E6,.3
*CREEP,LAW=TIME
2.5E-27,5,-0.2
*POTENTIAL
1.5,1.2,1.,1.,1.,1.
*SOLID SECTION,ELSET=TWO,MATERIAL=TWO,ORIENT=RECT
*MATERIAL,NAME=TWO
*ELASTIC
20.E6,.3
*CREEP,LAW=TIME,DEPENDENCIES=1
1.25E-27,5,-0.2,,0.0
3.75E-27,5,-0.2,,10.0
*POTENTIAL
1.5,1.2,1.,1.,1.,1.
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
11,PINNED
12,2
15,2
16,2
14,1
15,1
18,1
12,3
13,3
14,3
*AMPLITUDE,NAME=STEP
0.0,1.0,1.0,1.0
*STEP
*STATIC
1.,1.
*FIELD,AMPLITUDE=STEP
TWO,5.0
*DLOAD
1,P4,-20000.
2,P4,-20000.
*PRINT,FREQ=10,RESIDUAL=NO
*EL PRINT,FREQ=10
S,MISES
E, 
CE, 
*NODE PRINT,FREQ=10
U,RF
*END STEP
*STEP,INC=100
*VISCO,CETOL=5.E-6
.01,100000.,1.E-3
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT, HISTORY, VAR=PRESELECT
*ELEMENT OUTPUT,ELSET=TWO,VAR=PRESELECT
*ELEMENT OUTPUT, ELSET=SPEC,VAR=PRESELECT
PE, 
*END STEP