; NELEM NNOD ITED 0 NGD 0 KPER NPER 0 KSS
IP 7 56 56 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 -0.001 0.011 0
XY N 1:24 X 4*0 6*0.25 6*0.5 6*0.75 2*1
Y =A 2*(0 0.02 0.02 0) =A
=B 2*(0 0.02) =B =A =B
Z =A 2*(0 0 0.01 0.01) =A
=B 4*0.005 =B =A =B
EL E 1 3 N =A 1:8 =A =B 25:36 =B =12A =16B
EL T 61 E 2 4 N =A 9 10 12 11 =A =B 37:40 =B =12A =16B
; transition elements
CN T -3 E 5 1 6 2 1 E 6 2 3 3 1 E 7 3 6 4 1
EN
EN
...xrpd.........beam71t2.IB
; KREST 0 KOUT INT3 NSAX NSTEPX KSU
IP 1 0 2 0 10 1000 0
; TIMS ERAL EDIF TOL DTRUN PIVOT PENALTY
RP 0 1.E-5 0.1 0.1 3600 0 0
; material and boundary conditions
MP 1 T 1 V 20 3.E6
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
LV 1 T 1 I 1 V 30 10 V 2*25 ; x=1m, To = 25 C
; control section
; KAPPR KAUTO KPRED
AV 1 T 6 N 1 1 1 V 4*0
; initial conditions
GV 1 T 1 V 72*25
;********************************************
AS 1 /M 1/A 1/G 1
/S 1 E 1 S 1
/L 1 E 4 L 3
/R 720000 36000 1 ; total time = 200 hours
EN ; initial time step = 10 hours
EN
