en:example:plas:10:1
Table of Contents
Quadrilaterals, BEAM6P9
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
$u=v=0$ at node 1
$v=0$ at nodes 3, 5, 7, 9, 12, 15, 18, 21
Computation
The computation is executed with the following commands:
- beam6p9.bat
rmd2 beam6p9.i1 rpd2 beam6p9.i2 srh2 beam6p9.i3 fefs beam6p9.i4 hpp2 beam6p9.iP hpls beam6p9.iL str2 beam6p9.i5
Input
- beam6p9.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
- beam6p9.i2
; KREST IP 1 ; E α ν ρ MP 1 T 1 V 2.1e11 0 0.3 7850 4*0 ; k0 κ1 κ2 a1 a2 c0 150e6 10e9 8e-9 50e9 10e-9 8e-9 SV 1 T 9 V 400e6 0 0 SV 2 T 9 V -400e6 0 0 SV 3 T 9 V -300e6 0 0 SV 4 T 9 V 300e6 0 0 SV 5 T 9 V 150e6 0 0 SV 6 T 9 V -150e6 0 0 SV 7 T 9 V 0 150e6 0 SV 8 T 9 V 0 -150e6 0 AS 1 /M 1 /B 0 C 1 2 N 1 /B 0 C 2 N 3 5 7 9 12 15 18 21 AS 2 /S 1 E 4 S2 /S 2 E 1 S4 AS 3 /S 3 E 4 S2 /S 4 E 1 S4 AS 4 /S 4 E 4 S2 /S 3 E 1 S4 AS 5 /S 4 E 4 S2 /S 3 E 1 S4 /S 5 E 1:4 S3 /S 6 E 1:4 S1 /S 7 E 4 S2 /S 8 E 1 S4 AS 6 /S 4 E 4 S2 /S 3 E 1 S4 /S 5 E 1:4 S1 /S 6 E 1:4 S3 /S 7 E 1 S4 /S 8 E 4 S2 EN EN
- beam6p9.i3
; KREST IP 1 EN EN
- beam6p9.i4
; KREST IP 1 EN EN
- beam6p9.iP
; KREST NLC NCYC KMOD ... IP 1 11 0 4 6*0 ; load case sequence 2 3 2 3 2 4 5 6 5 6 5 EN EN
- beam6p9.iL
; KMET KOUT NSUBI NITER NINT KTPR IP 0 1 0 1000 100 0 ; UTOL RTOL XTOL PENAL RP 0 0 0 0 EN EN
- beam6p9.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 11 6*0 2 2 EN EN
Output
- beam6p9.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 11 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 0.1459534E-03 -0.3777157E-03 3 0.9480267E-02 0.0000000E+00 4 0.9626221E-02 -0.3777157E-03 5 0.1896053E-01 0.0000000E+00 6 0.1910649E-01 -0.3777157E-03 7 0.2844080E-01 0.0000000E+00 8 0.2858676E-01 -0.3777157E-03 9 0.3792107E-01 0.0000000E+00 10 0.3806702E-01 -0.3777157E-03 11 0.7297673E-04 -0.1888578E-03 12 0.4740134E-02 0.0000000E+00 13 0.4886087E-02 -0.3777157E-03 14 0.9553244E-02 -0.1888578E-03 15 0.1422040E-01 0.0000000E+00 16 0.1436635E-01 -0.3777157E-03 17 0.1903351E-01 -0.1888578E-03 18 0.2370067E-01 0.0000000E+00 19 0.2384662E-01 -0.3777157E-03 20 0.2851378E-01 -0.1888578E-03 21 0.3318094E-01 0.0000000E+00 22 0.3332689E-01 -0.3777157E-03 23 0.3799405E-01 -0.1888578E-03 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-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 2 0.12500E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 3 0.22182E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 4 0.28175E-01 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 5 0.12500E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 6 0.22182E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 7 0.28175E-01 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 8 0.12500E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 9 0.22182E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 2 1 0.27818E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 2 0.37500E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 3 0.47182E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 4 0.27818E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 5 0.37500E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 6 0.47182E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 7 0.27818E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 8 0.37500E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 9 0.47182E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 3 1 0.52818E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 2 0.62500E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 3 0.72182E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 4 0.52818E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 5 0.62500E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 6 0.72182E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 7 0.52818E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 8 0.62500E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 9 0.72182E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 4 1 0.77818E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 2 0.87500E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 3 0.97182E+00 0.22540E-02 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 4 0.77818E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 5 0.87500E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 6 0.97182E+00 0.10000E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 7 0.77818E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 8 0.87500E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 9 0.97182E+00 0.17746E-01 299.9 -0.1 150.0 -0.2 396.9 0.5591E-01 0.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/plas/10/1.txt · Last modified: 2024-11-07 09:48 by Petr Pařík