; 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
...xrpd.........beam56t1.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
SV 1 T 1 I 1 V 30 10 V 2*-20 ; x=0, To = -20 C
SV 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 56*25
;********************************************
AS 1 /M 1/A 1/G 1
/S 1 E 1 S 1
/S 2 E 4 S 6
EN
EN
