en:example:nlin:1:1
Table of Contents
Quadrilaterals, BEAM6G1
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, 11
$u=v=0$ at node 1
Solution
The input of the distributed loading and the concentrated force is described in example BEAM6S1.
- beam6g1.bat
rmd2 beam6g1.i1 rpd2 beam6g1.i2 srh2 beam6g1.i3 fefs beam6g1.i4 hpp2 beam6g1.iP hpls beam6g1.iL str2 beam6g1.i5
Input
- beam6g1.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
- beam6g1.i2
; KREST IP 1 ; E α ν ρ MP 1 T 1 V 2e11 0 0.3 0 SV 1 T 9 V 100e6 -0.1e6 0 ; Fx = 20000 N, Fy = -20 N SV 2 T 6 V -0.01e6 ; ly = -100 N/m AS 1 /M 1 /B 0 N 1 /B 0 C 1 N 2 11 AS 2 /S 1 E 4 S2 /S 2 E 1:4 S3 EN EN
- beam6g1.i3
; KREST IP 1 EN EN
- beam6g1.i4
; KREST IP 1 EN EN
- beam6g1.iP
; KREST NLC NCYC KMOD KCRP KLARG ... IP 1 1 0 0 0 1 4*0 ; load case sequence 2 EN EN
- beam6g1.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
- beam6g1.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 1 0 1 0 6*0 2 2 EN EN
Output
- beam6g1.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 1 0 1 0 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 -0.3021098E-05 3 0.9877930E-04 -0.3308305E-03 4 0.1504725E-03 -0.3339014E-03 5 0.2201145E-03 -0.1013226E-02 6 0.2770953E-03 -0.1016307E-02 7 0.3488979E-03 -0.1667253E-02 8 0.3964150E-03 -0.1670309E-02 9 0.4766231E-03 -0.2217717E-02 10 0.5172920E-03 -0.2220758E-02 11 0.0000000E+00 -0.1317104E-05 12 0.4912554E-04 -0.8476426E-04 13 0.7572984E-04 -0.8777734E-04 14 0.1246262E-03 -0.3322812E-03 15 0.1593293E-03 -0.6638239E-03 16 0.2139500E-03 -0.6668971E-03 17 0.2486048E-03 -0.1014791E-02 18 0.2844441E-03 -0.1355068E-02 19 0.3367404E-03 -0.1358136E-02 20 0.3726564E-03 -0.1668807E-02 21 0.4127900E-03 -0.1953229E-02 22 0.4567770E-03 -0.1956277E-02 23 0.4969575E-03 -0.2219254E-02 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 83.4 0.5 -1.3 0.0 83.2 0.0000E+00 0.00 2 0.12500E+00 0.22540E-02 83.7 -0.5 0.6 0.0 84.0 0.0000E+00 0.00 3 0.22182E+00 0.22540E-02 84.2 -1.7 -1.0 0.0 85.1 0.0000E+00 0.00 4 0.28175E-01 0.10000E-01 100.0 -0.1 -1.3 0.0 100.1 0.0000E+00 0.00 5 0.12500E+00 0.10000E-01 99.9 0.0 0.6 0.0 99.9 0.0000E+00 0.00 6 0.22182E+00 0.10000E-01 100.0 0.0 -1.0 0.0 100.0 0.0000E+00 0.00 7 0.28175E-01 0.17746E-01 116.5 -0.8 -1.3 0.0 117.0 0.0000E+00 0.00 8 0.12500E+00 0.17746E-01 116.1 0.6 0.6 0.0 115.8 0.0000E+00 0.00 9 0.22182E+00 0.17746E-01 115.8 1.7 -1.0 0.0 115.0 0.0000E+00 0.00 2 1 0.27818E+00 0.22540E-02 98.6 1.8 -0.5 0.0 97.7 0.0000E+00 0.00 2 0.37500E+00 0.22540E-02 98.5 0.5 0.2 0.0 98.2 0.0000E+00 0.00 3 0.47182E+00 0.22540E-02 98.3 -0.9 -0.4 0.0 98.8 0.0000E+00 0.00 4 0.27818E+00 0.10000E-01 99.9 -0.0 -0.5 0.0 100.0 0.0000E+00 0.00 5 0.37500E+00 0.10000E-01 100.0 0.0 0.2 0.0 100.0 0.0000E+00 0.00 6 0.47182E+00 0.10000E-01 99.9 -0.0 -0.4 0.0 100.0 0.0000E+00 0.00 7 0.27818E+00 0.17746E-01 101.3 -1.9 -0.5 0.0 102.3 0.0000E+00 0.00 8 0.37500E+00 0.17746E-01 101.4 -0.5 0.2 0.0 101.7 0.0000E+00 0.00 9 0.47182E+00 0.17746E-01 101.6 0.9 -0.4 0.0 101.1 0.0000E+00 0.00 3 1 0.52818E+00 0.22540E-02 102.9 0.1 -0.1 0.0 102.8 0.0000E+00 0.00 2 0.62500E+00 0.22540E-02 102.9 0.1 0.0 0.0 102.9 0.0000E+00 0.00 3 0.72182E+00 0.22540E-02 103.0 0.1 -0.0 0.0 102.9 0.0000E+00 0.00 4 0.52818E+00 0.10000E-01 100.0 -0.0 -0.1 0.0 100.0 0.0000E+00 0.00 5 0.62500E+00 0.10000E-01 99.9 -0.0 0.0 0.0 100.0 0.0000E+00 0.00 6 0.72182E+00 0.10000E-01 100.0 -0.0 -0.0 0.0 100.0 0.0000E+00 0.00 7 0.52818E+00 0.17746E-01 97.0 -0.1 -0.1 0.0 97.1 0.0000E+00 0.00 8 0.62500E+00 0.17746E-01 97.0 -0.1 0.0 0.0 97.0 0.0000E+00 0.00 9 0.72182E+00 0.17746E-01 96.9 -0.1 -0.0 0.0 97.0 0.0000E+00 0.00 4 1 0.77818E+00 0.22540E-02 102.1 -0.1 0.1 0.0 102.2 0.0000E+00 0.00 2 0.87500E+00 0.22540E-02 102.1 -0.0 -0.1 0.0 102.1 0.0000E+00 0.00 3 0.97182E+00 0.22540E-02 102.0 0.1 0.2 0.0 102.0 0.0000E+00 0.00 4 0.77818E+00 0.10000E-01 100.0 -0.0 0.1 0.0 100.0 0.0000E+00 0.00 5 0.87500E+00 0.10000E-01 99.9 -0.0 -0.1 0.0 100.0 0.0000E+00 0.00 6 0.97182E+00 0.10000E-01 100.0 -0.0 0.2 0.0 100.0 0.0000E+00 0.00 7 0.77818E+00 0.17746E-01 97.8 0.1 0.1 0.0 97.7 0.0000E+00 0.00 8 0.87500E+00 0.17746E-01 97.8 0.0 -0.1 0.0 97.8 0.0000E+00 0.00 9 0.97182E+00 0.17746E-01 97.9 -0.1 0.2 0.0 97.9 0.0000E+00 0.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/nlin/1/1.txt · Last modified: 2022-03-15 08:31 by Petr Pařík