*HEADING
CONCRETE, UNIAXIAL TENSION, CPS4R, CONSTANT FRACTURE ENERGY, MCOU0O2HUT
*PREPRINT,ECHO=YES
*PART,NAME=PART-1
*NODE,NSET=ALLN
1,0.,0.
2,1.,0.
3,1.,1.
4,0.,1.
*ELEMENT,TYPE=CPS4R,ELSET=ALLE
1,1,2,3,4
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*END PART
*ASSEMBLY,NAME=ASSEMBLY-1
*INSTANCE,NAME=PART-1-1,PART=PART-1
*END INSTANCE
*END ASSEMBLY
*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,.1,1.25,.2
*TENSION STIFFENING,TYPE=DISP
6.0E-4
*BOUNDARY
ASSEMBLY-1.PART-1-1.1,PINNED
ASSEMBLY-1.PART-1-1.2,2
ASSEMBLY-1.PART-1-1.4,1
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
ASSEMBLY-1.PART-1-1.3,2,,.0008
ASSEMBLY-1.PART-1-1.4,2,,.0008
*EL PRINT
S
SINV
E
PE
EE
CRACK
CONF
*NODE PRINT
U
RF
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT
PE,S,E
*END STEP