; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 4 23 61 0 3 0 0 0 0 0
; CRIT SCALE THDEF XL XU YL YU ZL ZU ALPHA
RP 1.01 1 0.01 -0.1 1.1 -0.001 0.021 -0.006 0.006 0
XY N 1:10 X 2*0 2*0.25 2*0.5 2*0.75 2*1
Y 5*(0 0.02)
Z 10*0
EL E 1:4 N =A 1 2 4 3 =A =B 11 13 14 12 =B
=2A =3B =4A =6B =6A =9B
EN
EN
...xrpd.........beam61t1.IB
; KREST 0 KOUT INT3 NSAX NSTEPX KSU
IP 1 0 2 0 10 0 1
; 0 ERAL EDIF 0 0 PIVOT PENALTY
RP 0 1.E-5 0.1 0 0 0 0
; material and boundary conditions
MP 1 T 1 V 20 0
IV 1 T 5 V 0 0.1
LV 1 T 1 I 1 V 30 10 V 2*-20 ; x=0, To = -20 C
LV 2 T 1 I 1 V 30 10 V 2*25 ; x=1m, To = 25 C
; control section
; KAPPR
AV 1 T 6 N 1 0 0 V 4*0
; initial estimate
GV 1 T 1 V 46*25
;********************************************
AS 1 /M 1/A 1/G 1
/L 1 E 1 L 1
/L 2 E 4 L 3
EN
EN
