Quadrilaterals, BEAM6C2
Problem
Mesh
| element | type | nodes |
|---|---|---|
| 1 | 6 | 1 3 4 2 12 14 13 11 |
| 2 | 6 | 3 5 6 4 15 17 16 14 |
| 3 | 6 | 5 7 8 6 18 20 19 17 |
| 4 | 6 | 7 9 10 8 21 23 22 20 |
Boundary conditions
$u=0$ at nodes 2, 10, 11, 23
$u=v=0$ at nodes 1, 9
Computation
The computation is executed with the following commands:
- beam6c2.bat
rmd2 beam6c2.i1 rpd2 beam6c2.i2 srh2 beam6c2.i3 fefs beam6c2.i4 hpp2 beam6c2.iP hpls beam6c2.iL str2 beam6c2.i5
Input
- beam6c2.i1
; NELEM NNOD ITED ... KSS IP 4 23 6 6*0 -1 ; 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) EL E 1:4 N =A 1 3 4 2 =A =B 12 14 13 11 =B =2A =3B =4A =6B =6A =9B EN EN
- beam6c2.i2
; KREST IP 1 ; polynomial dependence on effective stress MP 1 T -1 I 9 ; E α ν ρ σY QY V 2e11 V 1e-5 V 0.3 V 0 V 0 V 0 ; effective strain rate V 0 0 0 2e-28 AS 1 /M 1 /B 0 N 1 9 /B 0 C 1 N 2 11 10 23 /R 0 650 650 ; stiffness matrix for T = 650 °C AS 2 /R 0 650 600 ; cooling from the inital T = 650 °C to the current T = 600 °C EN EN
- beam6c2.i3
; KREST IP 1 EN EN
- beam6c2.i4
; KREST IP 1 EN EN
- beam6c2.iP
; KREST NLC NCYC KMOD KCRP ... IP 1 6 0 0 1 5*0 ; load case sequence 6*2 RP 10*0 ; creep times in hours 0 5 10 20 40 100 EN EN
- beam6c2.iL
; KMET KOUT NSUBI NITER NINT KTPR IP 0 1 0 0 0 0 ; UTOL RTOL XTOL PENAL RP 0 0 0 0 EN EN
- beam6c2.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 6 6*0 2 2 EN EN
Output
- beam6c2.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 6 6*0 2 2 EN EN PLANE STRESS 1TH LOAD CASE DISPLACEMENTS NODE U V [m] [m] 1 0.0000000E+00 0.0000000E+00 2 0.0000000E+00 -0.1478693E-04 3 0.4810779E-17 0.6223042E-16 4 -0.4798891E-17 -0.1478693E-04 5 -0.6883962E-18 0.1141148E-15 6 0.7044217E-18 -0.1478693E-04 7 -0.4118678E-17 0.5275243E-16 8 0.4135068E-17 -0.1478693E-04 9 0.0000000E+00 0.0000000E+00 10 0.0000000E+00 -0.1478693E-04 11 0.0000000E+00 -0.7393464E-05 12 0.2506811E-17 0.1608671E-16 13 -0.2529065E-17 -0.1478693E-04 14 0.5920883E-20 -0.7393464E-05 15 0.2104507E-17 0.1053574E-15 16 -0.2067469E-17 -0.1478693E-04 17 0.8042157E-20 -0.7393464E-05 18 -0.2460730E-17 0.9414093E-16 19 0.2482964E-17 -0.1478693E-04 20 0.8205394E-20 -0.7393464E-05 21 -0.2126020E-17 0.1349681E-16 22 0.2126430E-17 -0.1478693E-04 23 0.0000000E+00 -0.7393464E-05 STRESSES AT GAUSS POINTS IE IGP XG YG SIG-X SIG-Y SIG-XY SIG-Z HMH EPSP DMG [m] [m] [MPa] [MPa] [MPa] [MPa] [MPa] [-] [%] 1 1 0.28175E-01 0.22540E-02 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 2 0.12500E+00 0.22540E-02 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 3 0.22182E+00 0.22540E-02 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 4 0.28175E-01 0.10000E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 5 0.12500E+00 0.10000E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 6 0.22182E+00 0.10000E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 7 0.28175E-01 0.17746E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 8 0.12500E+00 0.17746E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 9 0.22182E+00 0.17746E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 2 1 0.27818E+00 0.22540E-02 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 2 0.37500E+00 0.22540E-02 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 3 0.47182E+00 0.22540E-02 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 4 0.27818E+00 0.10000E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 5 0.37500E+00 0.10000E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 6 0.47182E+00 0.10000E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 7 0.27818E+00 0.17746E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 8 0.37500E+00 0.17746E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 9 0.47182E+00 0.17746E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 3 1 0.52818E+00 0.22540E-02 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 2 0.62500E+00 0.22540E-02 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 3 0.72182E+00 0.22540E-02 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 4 0.52818E+00 0.10000E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 5 0.62500E+00 0.10000E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 6 0.72182E+00 0.10000E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 7 0.52818E+00 0.17746E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 8 0.62500E+00 0.17746E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 9 0.72182E+00 0.17746E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 4 1 0.77818E+00 0.22540E-02 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 2 0.87500E+00 0.22540E-02 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 3 0.97182E+00 0.22540E-02 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 4 0.77818E+00 0.10000E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 5 0.87500E+00 0.10000E-01 10.7 0.0 0.0 0.0 10.7 0.4467E-03 0.00 6 0.97182E+00 0.10000E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 7 0.77818E+00 0.17746E-01 10.7 -0.0 -0.0 0.0 10.7 0.4467E-03 0.00 8 0.87500E+00 0.17746E-01 10.7 -0.0 0.0 0.0 10.7 0.4467E-03 0.00 9 0.97182E+00 0.17746E-01 10.7 0.0 -0.0 0.0 10.7 0.4467E-03 0.00 * END OF STR3 * TOTAL CPU: 00:00:00