*HEADING
CONCRETE, UNIAXIAL TENSION, T3D2, CONSTANT FRACTURE ENERGY,
*NODE,NSET=ALLN
*ELEMENT,TYPE=T3D2,ELSET=ALLE
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
1.,
*MATERIAL,NAME=ALLE
*ELASTIC
4.65E6,.18
*CONCRETE
*FAILURE RATIOS
*TENSION STIFFENING,TYPE=DISP
*BOUNDARY
1,PINNED
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
2,1,,.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