en:example:dyn:2:1
Table of Contents
Hexahedra, BEAM56D2
Problem
Mesh
| element | type | nodes |
|---|---|---|
| 1 | 56 | 1 2 3 4 5 6 7 8 21 22 23 24 25 26 27 28 29 30 31 32 |
| 2 | 56 | 5 6 7 8 9 10 11 12 29 30 31 32 33 34 35 36 37 38 39 40 |
| 3 | 56 | 9 10 11 12 13 14 15 16 37 38 39 40 41 42 43 44 45 46 47 48 |
| 4 | 56 | 13 45 15 16 17 18 19 20 45 46 47 48 49 50 51 52 53 54 55 56 |
Boundary conditions
$u=v=w=0$ at nodes 1, 2, 3, 4, 21, 22, 23, 24
Solution
- beam56d2.bat
rmd3 beam56d2.i1 rpd3 beam56d2.i2 srh3 beam56d2.i3 fefs beam56d2.i4 hmot beam56d2.iM heig beam56d2.iE copy beam56d2.SOL beam56d2.1 hmod beam56d2.iD str3 beam56d2.i5
Input
- beam56d2.i1
; NELEM NNOD ITED IP 4 56 56 ; CRIT SCALE RP 1.01 1 XY N 1:20 X 4*0 4*0.25 4*0.5 4*0.75 4*1 Y 5*(0 0.02 0.02 0) Z 5*(0 0 0.01 0.01) EL E 1:4 N =A 1:8 =A =B 21:32 =B =4A =8B =8A =16B =12A =24B EN EN
- beam56d2.i2
; KREST IP 1 ; E α ν ρ MP 1 T 1 V 2e11 0 0.3 7800 NV 1 T 6 V 0 1 1 AS 1 /M 1 /B 0 N 1:4 21:24 /N 1 N 17 EN EN
- beam56d2.i3
; KREST IP 1 EN EN
- beam56d2.i4
; KREST IP 1 EN EN
- beam56d2.iM
; KDIAG KPRIN IP 1 0 EN EN
- beam56d2.iE
; KREST NROOT NITERX KTPR KEVP IP 1 10 0 0 0 EN EN
- beam56d2.iD
; KOUT KDUMP KPRIN KKIN IP 1 2 0 0 ; TEND DT RP 0.235 7.34375e-3 VC 1 T 1 ; output nodes I 17:20 ; damping R 10*0.1 ; output times R 17*0:0.1175 0.235 ; initial displacements from disc, damping, nodes, times AS 3 T 1 I 1 1 1 I 2 8 I 1 10 I 3 9 EN EN
- beam56d2.i5
; KLC 0 KOUT ILC 0 IEL1 IEU1 ... KPROB KGRAF IP 3 0 2 16 0 1 1 3*0 1 2 EN EN
Output
- beam56d2.oD
; KOUT KDUMP KPRIN KKIN IP 1 2 0 0 ; TEND DT RP 0.235 7.34375e-3 VC 1 T 1 ; output nodes I 17:20 ; damping R 10*0.1 ; output times R 17*0:0.1175 0.235 ; initial displacements from disc, damping, nodes, times AS 3 T 1 I 1 1 1 I 2 8 I 1 10 I 3 9 EN EN INITIAL CONDITIONS ASSIGNED DAMPING INCLUDED ----------------------------- INFORMATION ----------------------------- THE HIGHEST EIGENFREQUENCY 0.802456E+04 [rad/s] THE HIGHEST LOAD-FREQUENCY 0.000000E+00 [rad/s] CHOSEN TIME STEP DT : 0.7344E-02 [s] FINISHING TIME TEND : 0.2350E+00 [s] ------------------------------------------------------------------------ TIME T = 0.000000E+00 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.10912E-004 0.23738E-003 0.93688E-003 18 0.36003E-005 0.23737E-003 0.93668E-003 19 -0.10912E-004 0.23748E-003 0.93668E-003 20 -0.36003E-005 0.23746E-003 0.93687E-003 TIME T = 0.734375E-02 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.80521E-005 0.16868E-003 0.82969E-003 18 0.31815E-005 0.16868E-003 0.82969E-003 19 -0.80521E-005 0.16868E-003 0.82970E-003 20 -0.31815E-005 0.16868E-003 0.82969E-003 TIME T = 0.146875E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.51125E-005 0.21859E-004 0.66278E-003 18 0.45814E-005 0.21854E-004 0.66278E-003 19 -0.51125E-005 0.21859E-004 0.66278E-003 20 -0.45814E-005 0.21854E-004 0.66278E-003 TIME T = 0.220313E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.10909E-005 -0.11399E-003 0.38597E-003 18 0.44067E-005 -0.11399E-003 0.38597E-003 19 -0.10909E-005 -0.11399E-003 0.38597E-003 20 -0.44067E-005 -0.11399E-003 0.38597E-003 TIME T = 0.293750E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.19197E-005 -0.16874E-003 0.76297E-004 18 0.28827E-005 -0.16874E-003 0.76299E-004 19 0.19197E-005 -0.16874E-003 0.76297E-004 20 -0.28827E-005 -0.16874E-003 0.76299E-004 TIME T = 0.367188E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.31871E-005 -0.12532E-003 -0.21131E-003 18 0.34683E-006 -0.12532E-003 -0.21131E-003 19 0.31871E-005 -0.12532E-003 -0.21131E-003 20 -0.34683E-006 -0.12532E-003 -0.21131E-003 TIME T = 0.440625E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.36604E-005 -0.21194E-004 -0.46103E-003 18 -0.30772E-005 -0.21191E-004 -0.46103E-003 19 0.36604E-005 -0.21194E-004 -0.46103E-003 20 0.30772E-005 -0.21191E-004 -0.46103E-003 TIME T = 0.514063E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.31575E-005 0.79204E-004 -0.60899E-003 18 -0.54065E-005 0.79207E-004 -0.60899E-003 19 0.31575E-005 0.79204E-004 -0.60899E-003 20 0.54065E-005 0.79207E-004 -0.60899E-003 TIME T = 0.587500E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.30554E-005 0.12262E-003 -0.66714E-003 18 -0.65275E-005 0.12263E-003 -0.66714E-003 19 0.30554E-005 0.12262E-003 -0.66714E-003 20 0.65275E-005 0.12263E-003 -0.66714E-003 TIME T = 0.660938E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.30487E-005 0.93968E-004 -0.61573E-003 18 -0.57089E-005 0.93971E-004 -0.61573E-003 19 0.30487E-005 0.93968E-004 -0.61573E-003 20 0.57089E-005 0.93971E-004 -0.61573E-003 TIME T = 0.734375E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.31480E-005 0.19002E-004 -0.47985E-003 18 -0.36861E-005 0.19005E-004 -0.47985E-003 19 0.31480E-005 0.19002E-004 -0.47985E-003 20 0.36861E-005 0.19005E-004 -0.47985E-003 TIME T = 0.807812E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.28217E-005 -0.55340E-004 -0.28398E-003 18 -0.12538E-005 -0.55339E-004 -0.28398E-003 19 0.28217E-005 -0.55340E-004 -0.28398E-003 20 0.12538E-005 -0.55339E-004 -0.28398E-003 TIME T = 0.881250E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 -0.16692E-005 -0.89221E-004 -0.58882E-004 18 0.85921E-006 -0.89221E-004 -0.58881E-004 19 0.16692E-005 -0.89221E-004 -0.58882E-004 20 -0.85921E-006 -0.89221E-004 -0.58881E-004 TIME T = 0.954687E-01 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.97743E-007 -0.70286E-004 0.15519E-003 18 0.20901E-005 -0.70287E-004 0.15519E-003 19 -0.97743E-007 -0.70286E-004 0.15519E-003 20 -0.20901E-005 -0.70287E-004 0.15519E-003 TIME T = 0.102812E+00 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.21473E-005 -0.16340E-004 0.33245E-003 18 0.26107E-005 -0.16342E-004 0.33245E-003 19 -0.21473E-005 -0.16340E-004 0.33245E-003 20 -0.26107E-005 -0.16342E-004 0.33245E-003 TIME T = 0.110156E+00 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.37198E-005 0.38580E-004 0.44559E-003 18 0.26264E-005 0.38577E-004 0.44559E-003 19 -0.37198E-005 0.38580E-004 0.44559E-003 20 -0.26264E-005 0.38577E-004 0.44559E-003 TIME T = 0.117500E+00 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.43795E-005 0.64836E-004 0.48523E-003 18 0.25416E-005 0.64833E-004 0.48523E-003 19 -0.43795E-005 0.64836E-004 0.48523E-003 20 -0.25416E-005 0.64833E-004 0.48523E-003 TIME T = 0.235000E+00 [s] U [m] V [m] W [m] DISPLACEMENT 17 0.20930E-005 0.17877E-004 0.25801E-003 18 0.15863E-005 0.17875E-004 0.25801E-003 19 -0.20930E-005 0.17877E-004 0.25801E-003 20 -0.15863E-005 0.17875E-004 0.25801E-003 * END OF HMOD * TOTAL CPU: 00:00:00
- beam56d2.o5
; KLC 0 KOUT ILC 0 IEL1 IEU1 ... KPROB KGRAF IP 3 0 2 16 0 1 1 3*0 1 2 EN EN 1TH LOAD CASE DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 1 0.0000000E+00 0.0000000E+00 0.0000000E+00 2 0.0000000E+00 0.0000000E+00 0.0000000E+00 3 0.0000000E+00 0.0000000E+00 0.0000000E+00 4 0.0000000E+00 0.0000000E+00 0.0000000E+00 5 0.2178205E-05 0.5851905E-05 0.4284655E-04 6 0.1247889E-05 0.5818337E-05 0.4284397E-04 7 -0.2178205E-05 0.5851905E-05 0.4284655E-04 8 -0.1247889E-05 0.5818337E-05 0.4284397E-04 9 0.3655284E-05 0.2131057E-04 0.1579533E-03 10 0.2118236E-05 0.2129247E-04 0.1579507E-03 11 -0.3655284E-05 0.2131057E-04 0.1579533E-03 12 -0.2118236E-05 0.2129247E-04 0.1579507E-03 13 0.4265495E-05 0.4214167E-04 0.3144390E-03 14 0.2474143E-05 0.4213402E-04 0.3144378E-03 15 -0.4265495E-05 0.4214167E-04 0.3144390E-03 16 -0.2474143E-05 0.4213402E-04 0.3144378E-03 17 0.4379507E-05 0.6483594E-04 0.4852294E-03 18 0.2541637E-05 0.6483313E-04 0.4852287E-03 19 -0.4379507E-05 0.6483594E-04 0.4852294E-03 20 -0.2541637E-05 0.6483313E-04 0.4852287E-03 21 0.0000000E+00 0.0000000E+00 0.0000000E+00 22 0.0000000E+00 0.0000000E+00 0.0000000E+00 23 0.0000000E+00 0.0000000E+00 0.0000000E+00 24 0.0000000E+00 0.0000000E+00 0.0000000E+00 25 0.1090292E-05 0.1483937E-05 0.1071956E-04 26 0.6237190E-06 0.1443915E-05 0.1071192E-04 27 -0.1090292E-05 0.1483937E-05 0.1071956E-04 28 -0.6237190E-06 0.1443915E-05 0.1071192E-04 29 0.1713137E-05 0.5831909E-05 0.4286921E-04 30 -0.4651730E-06 0.5835924E-05 0.4283926E-04 31 -0.1713137E-05 0.5831909E-05 0.4286921E-04 32 0.4651730E-06 0.5835924E-05 0.4283926E-04 33 0.2921824E-05 0.1263563E-04 0.9306545E-04 34 0.1683384E-05 0.1260525E-04 0.9306179E-04 35 -0.2921824E-05 0.1263563E-04 0.9306545E-04 36 -0.1683384E-05 0.1260525E-04 0.9306179E-04 37 0.2886731E-05 0.2130049E-04 0.1579601E-03 38 -0.7685286E-06 0.2130178E-04 0.1579499E-03 39 -0.2886731E-05 0.2130049E-04 0.1579601E-03 40 0.7685286E-06 0.2130178E-04 0.1579499E-03 41 0.3963911E-05 0.3132817E-04 0.2331771E-03 42 0.2296241E-05 0.3131704E-04 0.2331756E-03 43 -0.3963911E-05 0.3132817E-04 0.2331771E-03 44 -0.2296241E-05 0.3131704E-04 0.2331756E-03 45 0.3369860E-05 0.4213743E-04 0.3144415E-03 46 -0.8956859E-06 0.4213795E-04 0.3144376E-03 47 -0.3369860E-05 0.4213743E-04 0.3144415E-03 48 0.8956859E-06 0.4213795E-04 0.3144376E-03 49 0.4324005E-05 0.5341494E-04 0.3992679E-03 50 0.2507928E-05 0.5341311E-04 0.3992678E-03 51 -0.4324005E-05 0.5341494E-04 0.3992679E-03 52 -0.2507928E-05 0.5341311E-04 0.3992678E-03 53 0.3460514E-05 0.6483454E-04 0.4852291E-03 54 -0.9189253E-06 0.6483453E-04 0.4852290E-03 DISPLACEMENTS NODE U V W ALPHA BETA GAMMA [m] [m] [m] [rad] [rad] [rad] 55 -0.3460514E-05 0.6483454E-04 0.4852291E-03 56 0.9189253E-06 0.6483453E-04 0.4852290E-03 STRESSES AT GAUSSPOINTS IE IGP XG YG ZG ERROR SIG-X SIG-Y SIG-Z TAU-XY TAU-YZ TAU-ZX SIG-HMH [m] [m] [m] [%] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] [MPa] 1 0.00000 1 0.5283E-01 0.4226E-02 0.2113E-02 1.21 0.32 0.34 0.01 -0.06 0.01 0.88 2 0.5283E-01 0.1577E-01 0.2113E-02 0.71 0.18 0.26 -0.00 0.05 0.00 0.50 3 0.1972E+00 0.4226E-02 0.2113E-02 1.01 0.01 0.01 0.00 -0.02 0.00 1.00 4 0.1972E+00 0.1577E-01 0.2113E-02 0.59 0.00 0.03 0.00 0.02 0.00 0.57 5 0.5283E-01 0.4226E-02 0.7887E-02 -0.71 -0.18 -0.26 -0.00 -0.05 0.00 0.50 6 0.5283E-01 0.1577E-01 0.7887E-02 -1.21 -0.32 -0.34 0.01 0.06 0.01 0.88 7 0.1972E+00 0.4226E-02 0.7887E-02 -0.59 -0.00 -0.03 0.00 -0.02 0.00 0.57 8 0.1972E+00 0.1577E-01 0.7887E-02 -1.01 -0.01 -0.01 0.00 0.02 0.00 1.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/dyn/2/1.txt · Last modified: 2022-03-15 08:29 by Petr Pařík