; 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.........beam6c1.I2
IP 1
; polynomial dependence on cumulated creep strain (IV=10)
MP 1 T -1 I 10
; E alpha nu rho yield stress kinematic hard.
V 2E11 V 1E-5 V 0.3 V 0 V 0 V 0
; effective strain rate
V 2.7E-2 -3.94099E-2 2.07639E-2
SV 1 T 9 V 30E6 0 0 ; Sxx=30 MPa
;***************************************************
AS 1 /M 1
/B 0 N 1/B 0 C 1 N 2 11
/R 0 800 800 ; stiffness matrix for T=800 C
AS 2
/S 1 E 4 S 2 ; axial stress
/R 0 800 800 ; reference temp.= current temp. T=800 C
EN
EN
...srh2.........beam6c1.I3
IP 1
EN
EN
...fefs.........beam6c1.I4
IP 1
EN
EN
...hpp2.........beam6c1.IP
;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SEQUENCE
IP 1 3 0 0 1 0 0 0 2*0 2 2 2
; 10*0 CREEP TIMES IN HOURS
RP 10*0 0 10 50
EN
EN
...hpls.........beam6c1.IL
;KMET KPOUT NSUBI NITER NINT KTPR
IP 0 1 0 0 0 0
; UTOL RTOL XTOL
RP 0 0 0
EN
EN
...str2.........beam6c1.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 1
EN
EN
