*HEADING
 C(t)-INTEGRAL - SECONDARY POWER LAW CREEP - PLANE STRAIN
 UNITS: N, mm, hours
*NODE,NSET=TIP
*NODE,NSET=RING
*NFILL,BIAS=0.75,TWO STEP,NSET=ROW1
 TIP, RING, 22
*NCOPY,OLD SET=ROW1,CHANGE NUMBER=100,SHIFT,MULTIPLE=24,NEW SET=NALL
*NODE
*NSET,NSET=RING1,GENERATE
*NGEN,NSET=RING2,LINE=C
*NGEN,NSET=RING2,LINE=P
*NGEN,NSET=RING3,LINE=C
*NFILL,BIAS=0.8,TWO STEP,NSET=NALL
 RING1, RING2, 2
 RING2, RING3, 12
*NSET,NSET=CRACKJ,GENERATE
*NSET,NSET=CRACKC,GENERATE
*NSET,NSET=XAXIS,GENERATE
*NSET,NSET=YAXIS,GENERATE
*NSET,NSET=NOUT,GENERATE
*ELEMENT,TYPE=CPE8R
*ELGEN,ELSET=FOCUS
*ELGEN,ELSET=FARFLD
*ELSET,ELSET=EALL
 FARFLD, FOCUS,
*ELSET,ELSET=REMOTE,GENERATE
*ELSET,ELSET=EOUT,GENERATE
*SOLID SECTION,MATERIAL=A1,ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC
 200.0E3, 0.3
*CREEP,LAW=STRAIN
 5.0E-12, 3.0
*BOUNDARY
 XAXIS, 2
 YAXIS, 1
*STEP
*STATIC
 1.E-10, 1.E-10
*CLOAD
  137, 2, 30.00
  237, 2, 120.0
  337, 2, 90.00
  437, 2, 357.3
  537, 2, 236.8
  637, 2, 588.7
  737, 2, 351.8
  837, 2, 809.3
*CONTOUR INTEGRAL,CONTOURS=5,SYMM,OUTPUT=BOTH
 CRACKJ, 1.0
*CONTOUR INTEGRAL,TYPE=C,CONTOURS=5,SYMM,OUTPUT=BOTH
 CRACKC, 1.0
*EL PRINT,FREQUENCY=0
*NODE PRINT,FREQUENCY=0
*EL FILE,ELSET=EOUT,FREQUENCY=100
 S, E
*NODE FILE,NSET=NOUT,FREQUENCY=100
 U,
*END STEP
*STEP,INC=500
*VISCO,CETOL=1.0E-4
 0.1, 1000.0
*END STEP