en:example:plas:2:1
Table of Contents
Quadrilaterals, BEAM6P2
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
Computation
The computation is executed with the following commands:
- beam6p2.bat
rmd2 beam6p2.i1 rpd2 beam6p2.i2 srh2 beam6p2.i3 fefs beam6p2.i4 hpp2 beam6p2.iP hpls beam6p2.iL str2 beam6p2.i5
Input
- beam6p2.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
- beam6p2.i2
; KREST IP 1 ; independent variable = cumulated plastic strain IV 1 T 7 V 0 0.02 0.03 0.04 ; E α ν ρ MP 1 T 1 I 1 V 4*2e11 V 4*1e-5 V 4*0.3 V 4*0 ; σY QY V 350e6 350e6 375e6 390e6 V 4*0 SV 1 T 9 V 375e6 0 0 ; σxx = 375 MPa AS 1 /M 1 /B 0 N 1 /B 0 C 1 N 2 11 AS 2 /S 1 E 4 S2 EN EN
- beam6p2.i3
; KREST IP 1 EN EN
- beam6p2.i4
; KREST IP 1 EN EN
- beam6p2.iP
; KREST NLC NCYC KMOD ... IP 1 1 0 1 6*0 ; load case sequence 2 EN EN
- beam6p2.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
- beam6p2.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 1 6*0 2 2 EN EN
Output
- beam6p2.o5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 3 0 1 1 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 -0.3103522E-03 3 0.7972820E-02 -0.4363666E-12 4 0.7972820E-02 -0.3103522E-03 5 0.1594564E-01 -0.1504205E-11 6 0.1594564E-01 -0.3103522E-03 7 0.2391846E-01 -0.3062444E-11 8 0.2391846E-01 -0.3103522E-03 9 0.3189128E-01 -0.4253077E-11 10 0.3189128E-01 -0.3103522E-03 11 0.0000000E+00 -0.1551761E-03 12 0.3986410E-02 -0.9649195E-13 13 0.3986410E-02 -0.3103522E-03 14 0.7972820E-02 -0.1551761E-03 15 0.1195923E-01 -0.9179493E-12 16 0.1195923E-01 -0.3103522E-03 17 0.1594564E-01 -0.1551761E-03 18 0.1993205E-01 -0.2254408E-11 19 0.1993205E-01 -0.3103522E-03 20 0.2391846E-01 -0.1551761E-03 21 0.2790487E-01 -0.3995536E-11 22 0.2790487E-01 -0.3103522E-03 23 0.3189128E-01 -0.1551761E-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-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 2 0.12500E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 3 0.22182E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 4 0.28175E-01 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 5 0.12500E+00 0.10000E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 6 0.22182E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 7 0.28175E-01 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 8 0.12500E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 9 0.22182E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 2 1 0.27818E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 2 0.37500E+00 0.22540E-02 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 3 0.47182E+00 0.22540E-02 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 4 0.27818E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 5 0.37500E+00 0.10000E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 6 0.47182E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 7 0.27818E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 8 0.37500E+00 0.17746E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 9 0.47182E+00 0.17746E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 3 1 0.52818E+00 0.22540E-02 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 2 0.62500E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 3 0.72182E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 4 0.52818E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 5 0.62500E+00 0.10000E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 6 0.72182E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 7 0.52818E+00 0.17746E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 8 0.62500E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 9 0.72182E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 4 1 0.77818E+00 0.22540E-02 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 2 0.87500E+00 0.22540E-02 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 3 0.97182E+00 0.22540E-02 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 4 0.77818E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 5 0.87500E+00 0.10000E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 6 0.97182E+00 0.10000E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 7 0.77818E+00 0.17746E-01 375.0 0.0 -0.0 -0.1 375.0 0.3002E-01 0.00 8 0.87500E+00 0.17746E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 9 0.97182E+00 0.17746E-01 375.0 0.0 0.0 -0.1 375.0 0.3002E-01 0.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/plas/2/1.txt · Last modified: 2024-11-07 09:46 by Petr Pařík