; 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.........beam56p1.I2
IP 1
; E alpha nu rho yield stress kinematic hard.
MP 1 T 1 V 2E11 1E-5 0.3 0 200E6 0
SV 1 T 9 V -566.66666E6 0 0 ; Sxx=-566 MPa
;***************************************************
AS 1 /M 1 /B 0 C 2 3 N 1:56 /B 0 N 1:4 21:24 ; uniaxial strain
AS 2 /S 1 E 4 S 6 ; axial stress
EN
EN
...srh3.........beam56p1.I3
IP 1
EN
EN
...fefs.........beam56p1.I4
IP 1
EN
EN
...hpp3.........beam56p1.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.........beam56p1.IL
;KMET KPOUT NSUBI NITER NINT KTPR
IP 0 1 0 0 0 0
; UTOL RTOL XTOL
RP 0 0 0
EN
EN
...str3.........beam56p1.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
