Obsah
Semi-loofs, BEAM61T2
Problem
Mesh
| element | type | nodes |
|---|---|---|
| 1 | 61 | 1 2 4 3 11 13 14 12 |
| 2 | 61 | 3 4 6 5 14 16 17 15 |
| 3 | 61 | 5 6 8 7 17 19 20 18 |
| 4 | 61 | 7 8 10 9 20 22 23 21 |
Computation
The computation is executed with the following commands:
- beam61t2.bat
xrm3 beam61t2.i1 xrpd beam61t2.iB xt3t beam61t2
Input
- beam61t2.i1
; NELEM NNOD ITED IP 4 23 61 ; CRIT SCALE THDEF RP 1.01 1 0.01 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
- beam61t2.iB
; KREST 0 KOUT INT3 NSAX NSTEPX KSU IP 1 0 2 0 10 1000 0 ; TIMS ERAL EDIF TOL DTRUN RP 0 1e-5 0.1 0.1 3600 MP 1 T 1 V 20 3e6 IV 1 T 5 V 0 0.1 LV 1 T 1 I 1 V 30 10 V 2*-20 ; x = 0 m, To = -20 °C LV 2 T 1 I 1 V 30 10 V 2*25 ; x = 1 m, To = 25 °C AV 1 T 6 N 1 1 1 V 4*0 ; KAPPR KAUTO KPRED GV 1 T 1 V 46*25 ; initial conditions AS 1 /M 1 /A 1 /G 1 /L 1 E 1 L1 /L 2 E 4 L3 /R 720000 36000 1 ; total time = 200 h, initial time step = 10 h EN EN
Output
- beam61t2.STR
# 163 0.72000E+06 $TEMPERATURE 1 -0.1160E+02 0.0000E+00 0.0000E+00 2 -0.1160E+02 0.3855-307 0.0000E+00 3 -0.8457E+01 0.3336-307 0.0000E+00 4 -0.8457E+01 0.9116-307 0.0000E+00 5 -0.5347E+01 0.0000E+00 0.0000E+00 6 -0.5347E+01 0.0000E+00 0.0000E+00 7 -0.2269E+01 0.4070-307 0.0000E+00 8 -0.2269E+01 0.0000E+00 0.0000E+00 9 0.7758E+00 0.0000E+00 0.0000E+00 10 0.7758E+00 0.7914-307 0.0000E+00 11 -0.1160E+02 0.3235-307 0.0000E+00 12 -0.1002E+02 0.0000E+00 0.0000E+00 13 -0.1002E+02 0.0000E+00 0.0000E+00 14 -0.8457E+01 0.3331-307 0.0000E+00 15 -0.6898E+01 0.0000E+00 0.0000E+00 16 -0.6898E+01 0.0000E+00 0.0000E+00 17 -0.5347E+01 0.0000E+00 0.0000E+00 18 -0.3803E+01 0.0000E+00 0.0000E+00 19 -0.3803E+01 0.0000E+00 0.0000E+00 20 -0.2269E+01 0.0000E+00 0.0000E+00 21 -0.7422E+00 -0.3006-307 0.0000E+00 22 -0.7422E+00 0.0000E+00 0.0000E+00 23 0.7758E+00 0.2319-307 0.0000E+00