en:example:plas:7:1
Table of Contents
Quadrilaterals, BEAM6P7
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:
- beam6p7.bat
rmd2 beam6p7.i1 rpd2 beam6p7.i2 srh2 beam6p7.i3 fefs beam6p7.i4 hpp2 beam6p7.iP hpls beam6p7.iL str2 beam6p7.i5
Input
- beam6p7.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
- beam6p7.i2
; KREST IP 1 ; E α ν ρ σY QY MP 1 T 1 V 2e11 1e-5 0.3 0 350e6 0 AS 1 /M 1 /B 0 N 1 9 /B 0 C 1 N 2 11 10 23 AS 2 /R 0 0 200 ; T = 200 °C AS 3 /R 0 0 0 ; T = 0 °C EN EN
- beam6p7.i3
; KREST IP 1 EN EN
- beam6p7.i4
; KREST IP 1 EN EN
- beam6p7.iP
; KREST NLC NCYC KMOD ... IP 1 2 0 1 6*0 ; load case sequence 2 3 EN EN
- beam6p7.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
- beam6p7.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 2 6*0 2 2 EN EN
Output
- beam6p7.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 2 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 0.1000000E-05 3 0.1635351E-15 0.2176612E-14 4 -0.1634756E-15 0.1000000E-05 5 -0.2098052E-16 0.3978647E-14 6 0.2102233E-16 0.1000000E-05 7 -0.1434731E-15 0.1874697E-14 8 0.1437384E-15 0.1000000E-05 9 0.0000000E+00 0.0000000E+00 10 0.0000000E+00 0.1000000E-05 11 0.0000000E+00 0.5000000E-06 12 0.8829608E-16 0.5778425E-15 13 -0.8847763E-16 0.1000000E-05 14 0.2964964E-19 0.5000000E-06 15 0.7230596E-16 0.3654111E-14 16 -0.7237026E-16 0.1000000E-05 17 0.2062409E-19 0.5000000E-06 18 -0.8458462E-16 0.3309656E-14 19 0.8475410E-16 0.1000000E-05 20 0.1330466E-18 0.5000000E-06 21 -0.7564793E-16 0.4898899E-15 22 0.7592526E-16 0.1000000E-05 23 0.0000000E+00 0.5000000E-06 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 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 2 0.12500E+00 0.22540E-02 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 3 0.22182E+00 0.22540E-02 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 4 0.28175E-01 0.10000E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 5 0.12500E+00 0.10000E-01 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 6 0.22182E+00 0.10000E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 7 0.28175E-01 0.17746E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 8 0.12500E+00 0.17746E-01 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 9 0.22182E+00 0.17746E-01 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 2 1 0.27818E+00 0.22540E-02 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 2 0.37500E+00 0.22540E-02 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 3 0.47182E+00 0.22540E-02 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 4 0.27818E+00 0.10000E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 5 0.37500E+00 0.10000E-01 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 6 0.47182E+00 0.10000E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 7 0.27818E+00 0.17746E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 8 0.37500E+00 0.17746E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 9 0.47182E+00 0.17746E-01 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 3 1 0.52818E+00 0.22540E-02 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 2 0.62500E+00 0.22540E-02 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 3 0.72182E+00 0.22540E-02 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 4 0.52818E+00 0.10000E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 5 0.62500E+00 0.10000E-01 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 6 0.72182E+00 0.10000E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 7 0.52818E+00 0.17746E-01 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 8 0.62500E+00 0.17746E-01 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 9 0.72182E+00 0.17746E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 4 1 0.77818E+00 0.22540E-02 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 2 0.87500E+00 0.22540E-02 50.0 0.0 0.0 -0.0 50.0 0.2500E-03 0.00 3 0.97182E+00 0.22540E-02 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 4 0.77818E+00 0.10000E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 5 0.87500E+00 0.10000E-01 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 6 0.97182E+00 0.10000E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 7 0.77818E+00 0.17746E-01 50.0 -0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 8 0.87500E+00 0.17746E-01 50.0 -0.0 0.0 -0.0 50.0 0.2500E-03 0.00 9 0.97182E+00 0.17746E-01 50.0 0.0 -0.0 -0.0 50.0 0.2500E-03 0.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/plas/7/1.txt · Last modified: 2024-11-07 09:47 by Petr Pařík