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INPUT

...rmd2.........beam6p8I1
;  NELEM NNOD ITED 0 NGD 0 KPER NPER 0  KSS
IP   4    23    6  0  3  0   0    0  0  -1
;  CRIT SCALE THDEF   XL  XU    YL    YU    ZL   ZU  ALPHA
RP 1.01   1   0.01  -0.1 1.1 -0.001 0.021    0    0    0
XY N 1:10 X 2*0 2*0.25 2*0.5 2*0.75 2*1
          Y 5*(0 0.02)
EL E 1:4 N =A 1 3 4 2 =A =B 12 14 13 11 =B
           =2A =3B =4A =6B =6A =9B
EN
EN
...rpd2.........beam6p8.I2
IP 1
;     polynomial dependence on cumulated plastic strain (IV=7)
;                                       and temperature (IV=5)
MP 1 T -1 I 7 5 

;    E     alpha    nu   rho
  V 2E11  V 1E-5  V 0.3  V 0

;                   yield stress                    kinematic hard.
  V 350E6  2E11  -5E5  -1E14  0  1E9  0  0  -5E11        V 0


SV 1 T 9 V 300E6 0 0    ; Sxx=300 MPa
;***********************************************************
AS 1 /M 1 /B 0 N 1/B 0 C 1 N 2 11
AS 2 
     /S 1 E 4 S 2             ; Sxx=300 MPa  T=0 C
AS 3
     /S 1 E 4 S 2/R 0 0 200   ; Sxx=300 MPa  T=200 C
EN
EN
...srh2.........beam6p8.I3
IP 1
EN
EN
...fefs.........beam6p8.I4
IP 1
EN
EN
...hpp2.........beam6p8.IP
  ;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SERIES
IP   1    3    0    1    0    0     0    0  2*0 2 3 2
EN
EN
...hpls.........beam6p8.IL
  ;KMET KPOUT NSUBI NITER NINT KTPR
IP   0    1     0     0     0    0
  ; UTOL  RTOL  XTOL
RP   0     0     0
EN
EN
...str2.........beam6p6.I5
   ;KLC   0   KOUT ILC   0  IEL1 IEU1 IEL2 IEU2   0  KPROB KGRAF
IP   3    0    1    3    0    0    0    0    0    0    2     0
EN
EN