*HEADING
CONCRETE, BIAXIAL COMPRESSION TEST, C3D8, FIELD VAR DEP *FAILURE RATIOS
*NODE,NSET=ALLN
1,0.,0.,0.
2,1.,0.,0.
3,1.,1.,0.
4,0.,1.,0.
5,0.,0.,1.
6,1.,0.,1.
7,1.,1.,1.
8,0.,1.,1.
*ELEMENT,TYPE=C3D8,ELSET=ALLE
1,1,2,3,4,5,6,7,8
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*ELASTIC
4.65E6,.18
*CONCRETE
1300.,0.
2200.,.000027
3000.,.0001
3600.,.000225
4450.,.00055
4650.,.001
4200.,.002
2000.,.0035
*FAILURE RATIOS,DEP=1
1.28,.1,1.35,.2,,0.
1.08,.1,1.15,.2,,2.
*TENSION STIFFENING
1.,0.
0.,5.E-4
*INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1
ALLN,1.
*INITIAL CONDITIONS,TYPE=TEMPERATURE
ALLN,0.
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
7,3,,-.005
5,3,,-.005
6,3,,-.005
8,3,,-.005
7,1,,-.005
2,1,,-.005
6,1,,-.005
3,1,,-.005
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
CRACK, 
CONF, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*END STEP