*HEADING
CONCRETE, UNIAXIAL TENSION TEST, C3D8,T & FV DEP IN *FR, *TENS STIF AND *SH RET
KEYWORD-PARAMETER COMBINATION TESTED: TENSION STIFFENING,DEPENDENCIES
*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
1.18,.15,1.25,.2,0.
1.18,.05,1.25,.2,40.
*TENSION STIFFENING,DEP=1
1., 0.,      0., 0.
0., 3.5E-4,  0., 0.
1., 0.,     40., 0.
0., 4.5E-4, 40., 0.
1., 0.,      0., 2.
0., 5.5E-4,  0., 2.
1., 0.,     40., 2.
0., 6.5E-4, 40., 2.
*SHEAR RETENTION,DEP=1
1.1,0.,,,20.,0.
0.9,0.,,,20.,2.
*INITIAL CONDITIONS,TYPE=TEMPERATURE
ALLN,20.
*INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1
ALLN,1.
*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,,.0008
5,3,,.0008
6,3,,.0008
8,3,,.0008
*EL PRINT
S, 
SINV, 
E, 
PE, 
EE, 
CRACK, 
CONF, 
*NODE PRINT
U, 
RF, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
S,E,PE
*END STEP