; 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.........beam6p2.I2
IP 1
; independent variable = cumulated plastic strain (IV=7)
IV 1 T 7 V 0 0.02 0.03 0.04
; E alpha nu rho
MP 1 T 1 I 1 V 4*2E11 V 4* 1E-5 V 4*0.3 V 4*0
; yield stress kinematic hardening
V 350E6 350E6 375E6 390E6 V 4*0
SV 1 T 9 V 375E6 0 0 ; Sxx=375 MPa
;***********************************************************
AS 1 /M 1 /B 0 N 1/B 0 C 1 N 2 11
AS 2 /S 1 E 4 S 2 ; axial stress
EN
EN
...srh2.........beam6p2.I3
IP 1
EN
EN
...fefs.........beam6p2.I4
IP 1
EN
EN
...hpp2.........beam6p2.IP
;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SERIES
IP 1 1 0 1 0 0 0 0 2*0 2
EN
EN
...hpls.........beam6p2.IL
;KMET KPOUT NSUBI NITER NINT KTPR
IP 0 1 0 0 0 0
; UTOL RTOL XTOL
RP 0 0 0
EN
EN
...str2.........beam6p2.I5
;KLC 0 KOUT ILC 0 IEL1 IEU1 IEL2 IEU2 0 KPROB KGRAF
IP 3 0 1 1 0 0 0 0 0 0 2 0
EN
EN
