; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 4 56 56 0 3 0 0 0 0 0
; CRIT SCALE THDEF XL XU YL YU ZL ZU ALPHA
RP 1.01 1 0 -0.1 1.1 -0.001 0.021 -0.001 0.011 0
XY N 1:20 X 4*0 4*0.25 4*0.5 4*0.75 4*1
Y 5*(0 0.02 0.02 0)
Z 5*(0 0 0.01 0.01)
EL E 1:4 N =A 1:8 =A =B 21:32 =B
=4A =8B
=8A =16B
=12A =24B
EN
EN
...rpd3.........beam56p5.I2
IP 1
; independent variable = cumulated plastic strain (IV=7)
IV 1 T 7 V 0 0.015 0.04
; E alpha nu rho
MP 1 T 1 I 1 V 3*2E11 V 3* 1E-5 V 3*0.3 V 3*0
; yield stress cyclic hardening
V 350E6 650E6 1150E6 V 0 270E6 770E6
SV 1 T 9 V 400E6 0 0 ; Sxx= 400 MPa
SV 2 T 9 V -400E6 0 0 ; Sxx=-400 MPa
;***********************************************************
AS 1 /M 1
/B 0 N 1
/B 0 C 1 3 N 2 21
/B 0 C 1 2 N 4 24
/B 0 C 1 N 3 22 23
AS 2 /S 1 E 4 S 6 ; axial stress = 400 MPa
AS 3 /S 2 E 4 S 6 ; axial stress = -400 MPa
EN
EN
...srh3.........beam56p5.I3
IP 1
EN
EN
...fefs.........beam56p5.I4
IP 1
EN
EN
...hpp3.........beam56p5.IP
;KREST NLC NCYC KMOD KCRP KLARG KCNT KTPR 2*0 LOAD CASE SERIES
IP 1 2 3 1 0 0 0 0 2*0 2 3
EN
EN
...hpls.........beam56p5.IL
;KMET KPOUT NSUBI NITER NINT KTPR
IP 0 1 0 0 0 0
; UTOL RTOL XTOL
RP 0 0 0
EN
EN
...str3.........beam56p5.I5
;KLC 0 KOUT ILC 0 IEL1 IEU1 IEL2 IEU2 0 KPROB KGRAF
IP 3 0 1 6 0 0 0 0 0 0 2 0
EN
EN
