Package for Machine Design

Finite Element Analysis in Structural Mechanics

User Tools

Site Tools


en:example:plas:7:1

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

Solution

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: 2022-03-15 08:44 by Petr Pařík