*HEADING
 FULL THREE-DIMENSIONAL CONICAL CRACK MODEL USING REFINED MESHES
 File name: conicalcrack_full3d_rms.inp
*INCLUDE,INPUT=conicalcrack_node_rms.inp
**  INCLUDE ELEMENT DATA
*INCLUDE,INPUT=conicalcrack_element_rms.inp
*MATERIAL,NAME=STEEL
*ELASTIC
30.E6,0.3
*SOLID SECTION, MATERIAL=STEEL, ELSET=EALL
*MPC
TIE,TIP01,TIP02
TIE,TIP11,TIP12
TIE,TIP21,TIP22
TIE,TIP31,TIP32
TIE,TIP41,TIP42
TIE,TIP51,TIP52
TIE,TIP61,TIP62
TIE,TIP71,TIP72
TIE,TIP81,TIP82
TIE,TIP91,TIP92
TIE,TIP101,TIP102
TIE,TIP111,TIP112
TIE,TIP121,TIP122
TIE,TIP131,TIP132
TIE,TIP141,TIP142
TIE,TIP151,TIP152
TIE,TIP161,TIP162
TIE,TIP171,TIP172
TIE,TIP181,TIP182
TIE,TIP191,TIP192
TIE,TIP201,TIP202
*NSET,NSET=N571,GENERATE
*NSET,NSET=N572,GENERATE
*NSET,NSET=N65,GENERATE
*MPC
TIE,N572,N571
TIE,N65,N571
*NSET,NSET=N18,GENERATE
*NSET,NSET=N98,GENERATE
*MPC
TIE,N18,N98
*MPC
TIE,Y1_1,Y01
TIE,Y2,Y0
TIE,Y31,Y01
TIE,Y4,Y0
TIE,Y51,Y01
TIE,Y6,Y0
TIE,Y71,Y01
TIE,Y8,Y0
TIE,Y91,Y01
TIE,Y10,Y0
TIE,Y111,Y01
TIE,Y12,Y0
TIE,Y131,Y01
TIE,Y14,Y0
TIE,Y151,Y01
TIE,Y16,Y0
TIE,Y171,Y01
TIE,Y18,Y0
TIE,Y191,Y01
TIE,Y20,Y0
*BOUNDARY
N0,3,3
N20,1,1
Y0,1,1
Y0,3,3
*STEP
APPLY PRESSURE LOAD
*STATIC
1.0,1.0
*DLOAD
TOP9,P4,10.
*CONTOUR INTEGRAL,CONTOURS=5,OUTPUT=BOTH
T0,0.70710678,-0.70710678,0.
T1,0.70492701,-0.70710678,0.055478959
T2,0.69840112,-0.70710678,0.11061587
T3,0.68756936,-0.70710678,0.1650708
T4,0.67249851,-0.70710678,0.21850801
T5,0.65328148,-0.70710678,0.27059805
T6,0.63003676,-0.70710678,0.32101976
T7,0.60290764,-0.70710678,0.36946228
T8,0.5720614,-0.70710678,0.41562694
T9,0.53768821,-0.70710678,0.45922912
T10,0.5,-0.70710678,0.5
T11,0.45922912,-0.70710678,0.53768821
T12,0.41562694,-0.70710678,0.5720614
T13,0.36946228,-0.70710678,0.60290764
T14,0.32101976,-0.70710678,0.63003676
T15,0.27059805,-0.70710678,0.65328148
T16,0.21850801,-0.70710678,0.67249851
T17,0.1650708,-0.70710678,0.68756936
T18,0.11061587,-0.70710678,0.69840112
T19,0.055478959,-0.70710678,0.70492701
T20,0.,-0.70710678,0.70710678
*CONTOUR INTEGRAL,CONTOURS=5,OUTPUT=BOTH,TYPE=K FACTORS
T0,0.70710678,-0.70710678,0.
T1,0.70492701,-0.70710678,0.055478959
T2,0.69840112,-0.70710678,0.11061587
T3,0.68756936,-0.70710678,0.1650708
T4,0.67249851,-0.70710678,0.21850801
T5,0.65328148,-0.70710678,0.27059805
T6,0.63003676,-0.70710678,0.32101976
T7,0.60290764,-0.70710678,0.36946228
T8,0.5720614,-0.70710678,0.41562694
T9,0.53768821,-0.70710678,0.45922912
T10,0.5,-0.70710678,0.5
T11,0.45922912,-0.70710678,0.53768821
T12,0.41562694,-0.70710678,0.5720614
T13,0.36946228,-0.70710678,0.60290764
T14,0.32101976,-0.70710678,0.63003676
T15,0.27059805,-0.70710678,0.65328148
T16,0.21850801,-0.70710678,0.67249851
T17,0.1650708,-0.70710678,0.68756936
T18,0.11061587,-0.70710678,0.69840112
T19,0.055478959,-0.70710678,0.70492701
T20,0.,-0.70710678,0.70710678
*CONTOUR INTEGRAL,CONTOURS=5,OUTPUT=BOTH,TYPE=T-STRESS
T0,0.70710678,-0.70710678,0.
T1,0.70492701,-0.70710678,0.055478959
T2,0.69840112,-0.70710678,0.11061587
T3,0.68756936,-0.70710678,0.1650708
T4,0.67249851,-0.70710678,0.21850801
T5,0.65328148,-0.70710678,0.27059805
T6,0.63003676,-0.70710678,0.32101976
T7,0.60290764,-0.70710678,0.36946228
T8,0.5720614,-0.70710678,0.41562694
T9,0.53768821,-0.70710678,0.45922912
T10,0.5,-0.70710678,0.5
T11,0.45922912,-0.70710678,0.53768821
T12,0.41562694,-0.70710678,0.5720614
T13,0.36946228,-0.70710678,0.60290764
T14,0.32101976,-0.70710678,0.63003676
T15,0.27059805,-0.70710678,0.65328148
T16,0.21850801,-0.70710678,0.67249851
T17,0.1650708,-0.70710678,0.68756936
T18,0.11061587,-0.70710678,0.69840112
T19,0.055478959,-0.70710678,0.70492701
T20,0.,-0.70710678,0.70710678
*EL PRINT,freq=0
S,
*NODE PRINT,freq=0
U,RF
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=TOP9
E,S,
*ENDSTEP