en:example:nlin:1:2
Table of Contents
Triangles, BEAM4G1
Problem
Mesh
Boundary conditions
$u=0$ at nodes 2, 11
$u=v=0$ at node 1
Computation
The input of the distributed loading and the concentrated force is described in example BEAM4S1.
The computation is executed with the following commands:
- beam4g1.bat
rmd2 beam4g1.i1 rpd2 beam4g1.i2 srh2 beam4g1.i3 fefs beam4g1.i4 hpp2 beam4g1.iP hpls beam4g1.iL str2 beam4g1.i5
Input
- beam4g1.i1
; NELEM NNOD ITED ... KSS IP 8 27 4 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 1:8 N =P 1 3 2 =P =Q 12 13 11 =Q =R 3 4 2 =R =S 15 14 13 =S =2P =4Q =2R =4S =4P =8Q =4R =8S =6P =12Q =6R =12S EN EN
- beam4g1.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 8 S1 /S 2 E 2 4 6 8 S2 EN EN
- beam4g1.i3
; KREST IP 1 EN EN
- beam4g1.i4
; KREST IP 1 EN EN
- beam4g1.iP
; KREST NLC NCYC KMOD KCRP KLARG ... IP 1 1 0 0 0 1 4*0 ; load case sequence 2 EN EN
- beam4g1.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
- beam4g1.i5
; KLC 0 KOUT ILC ... KPROB KGRAF IP 1 0 1 0 6*0 2 2 EN EN
Output
- beam4g1.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 -0.2991363E-05 3 0.9875166E-04 -0.3276053E-03 4 0.1505229E-03 -0.3306580E-03 5 0.2201300E-03 -0.1008971E-02 6 0.2770970E-03 -0.1012048E-02 7 0.3488866E-03 -0.1662922E-02 8 0.3964429E-03 -0.1665979E-02 9 0.4766191E-03 -0.2214261E-02 10 0.5173065E-03 -0.2217304E-02 11 0.0000000E+00 -0.1341249E-05 12 0.4933088E-04 -0.8302850E-04 13 0.6242603E-04 -0.8438672E-04 14 0.7552592E-04 -0.8605600E-04 15 0.1246375E-03 -0.3290464E-03 16 0.1594016E-03 -0.6602081E-03 17 0.1866435E-03 -0.6617306E-03 18 0.2138820E-03 -0.6632845E-03 19 0.2486135E-03 -0.1010516E-02 20 0.2844571E-03 -0.1350685E-02 21 0.3105992E-03 -0.1352247E-02 22 0.3367396E-03 -0.1353753E-02 23 0.3726647E-03 -0.1664475E-02 24 0.4127502E-03 -0.1949371E-02 25 0.4347892E-03 -0.1950915E-02 26 0.4568285E-03 -0.1952417E-02 27 0.4969627E-03 -0.2215803E-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 0.11754E+00 0.11943E-02 81.6 -0.2 -0.1 0.0 81.7 0.0000E+00 0.00 2 0.11754E+00 0.94028E-02 98.9 -0.1 -0.1 0.0 98.9 0.0000E+00 0.00 3 0.14929E-01 0.94028E-02 98.6 0.0 -1.2 0.0 98.6 0.0000E+00 0.00 4 0.25322E-01 0.20257E-02 83.1 -0.1 -1.1 0.0 83.2 0.0000E+00 0.00 5 0.19936E+00 0.20257E-02 83.8 0.0 0.8 0.0 83.8 0.0000E+00 0.00 6 0.25322E-01 0.15949E-01 112.4 0.1 -1.1 0.0 112.3 0.0000E+00 0.00 7 0.83333E-01 0.66667E-02 93.0 -0.1 -0.5 0.0 93.0 0.0000E+00 0.00 2 1 0.23507E+00 0.10597E-01 101.1 0.1 -0.9 0.0 101.1 0.0000E+00 0.00 2 0.13246E+00 0.18806E-01 118.5 1.1 -0.0 0.0 117.9 0.0000E+00 0.00 3 0.13246E+00 0.10597E-01 101.0 -1.3 -0.1 0.0 101.6 0.0000E+00 0.00 4 0.22468E+00 0.40515E-02 87.1 -2.1 -0.8 0.0 88.1 0.0000E+00 0.00 5 0.22468E+00 0.17974E-01 116.8 2.1 -0.8 0.0 115.8 0.0000E+00 0.00 6 0.50643E-01 0.17974E-01 116.8 -0.0 0.6 0.0 116.8 0.0000E+00 0.00 7 0.16667E+00 0.13333E-01 106.8 -0.1 -0.3 0.0 106.8 0.0000E+00 0.00 3 1 0.36754E+00 0.11943E-02 98.5 1.2 0.0 0.0 97.9 0.0000E+00 0.00 2 0.36754E+00 0.94028E-02 99.5 -1.3 -0.0 0.0 100.2 0.0000E+00 0.00 3 0.26493E+00 0.94028E-02 99.8 0.1 -0.4 0.0 99.7 0.0000E+00 0.00 4 0.27532E+00 0.20257E-02 98.8 2.2 -0.4 0.0 97.7 0.0000E+00 0.00 5 0.44936E+00 0.20257E-02 98.4 -0.1 0.3 0.0 98.4 0.0000E+00 0.00 6 0.27532E+00 0.15949E-01 100.6 -2.0 -0.4 0.0 101.6 0.0000E+00 0.00 7 0.33333E+00 0.66667E-02 99.3 0.0 -0.2 0.0 99.2 0.0000E+00 0.00 4 1 0.48507E+00 0.10597E-01 100.0 0.0 -0.3 0.0 100.0 0.0000E+00 0.00 2 0.38246E+00 0.18806E-01 101.9 0.4 -0.0 0.0 101.7 0.0000E+00 0.00 3 0.38246E+00 0.10597E-01 100.0 -0.4 -0.0 0.0 100.2 0.0000E+00 0.00 4 0.47468E+00 0.40515E-02 98.5 -0.7 -0.3 0.0 98.9 0.0000E+00 0.00 5 0.47468E+00 0.17974E-01 101.7 0.7 -0.3 0.0 101.4 0.0000E+00 0.00 6 0.30064E+00 0.17974E-01 101.7 -0.0 0.2 0.0 101.7 0.0000E+00 0.00 7 0.41667E+00 0.13333E-01 100.6 -0.0 -0.1 0.0 100.6 0.0000E+00 0.00 5 1 0.61754E+00 0.11943E-02 103.4 0.4 0.0 0.0 103.2 0.0000E+00 0.00 2 0.61754E+00 0.94028E-02 100.1 -0.4 -0.0 0.0 100.3 0.0000E+00 0.00 3 0.51493E+00 0.94028E-02 100.2 0.0 -0.1 0.0 100.2 0.0000E+00 0.00 4 0.52532E+00 0.20257E-02 103.1 0.7 -0.1 0.0 102.8 0.0000E+00 0.00 5 0.69936E+00 0.20257E-02 103.0 -0.0 0.1 0.0 103.0 0.0000E+00 0.00 6 0.52532E+00 0.15949E-01 97.5 -0.6 -0.1 0.0 97.8 0.0000E+00 0.00 7 0.58333E+00 0.66667E-02 101.2 0.0 -0.0 0.0 101.2 0.0000E+00 0.00 6 1 0.73507E+00 0.10597E-01 99.7 -0.0 -0.0 0.0 99.7 0.0000E+00 0.00 2 0.63246E+00 0.18806E-01 96.6 -0.1 -0.0 0.0 96.7 0.0000E+00 0.00 3 0.63246E+00 0.10597E-01 99.8 0.1 -0.0 0.0 99.7 0.0000E+00 0.00 4 0.72468E+00 0.40515E-02 102.2 0.1 -0.0 0.0 102.2 0.0000E+00 0.00 5 0.72468E+00 0.17974E-01 96.9 -0.1 -0.0 0.0 97.0 0.0000E+00 0.00 6 0.55064E+00 0.17974E-01 97.0 -0.0 0.0 0.0 97.0 0.0000E+00 0.00 7 0.66667E+00 0.13333E-01 98.7 -0.0 -0.0 0.0 98.7 0.0000E+00 0.00 7 1 0.86754E+00 0.11943E-02 102.4 -0.1 0.0 0.0 102.4 0.0000E+00 0.00 2 0.86754E+00 0.94028E-02 100.1 0.1 0.0 0.0 100.1 0.0000E+00 0.00 3 0.76493E+00 0.94028E-02 100.1 0.0 0.1 0.0 100.1 0.0000E+00 0.00 4 0.77532E+00 0.20257E-02 102.2 -0.1 0.1 0.0 102.2 0.0000E+00 0.00 5 0.94936E+00 0.20257E-02 102.1 0.0 -0.1 0.0 102.1 0.0000E+00 0.00 6 0.77532E+00 0.15949E-01 98.3 0.1 0.1 0.0 98.3 0.0000E+00 0.00 7 0.83333E+00 0.66667E-02 100.9 0.0 0.0 0.0 100.9 0.0000E+00 0.00 8 1 0.98507E+00 0.10597E-01 99.8 -0.0 0.2 0.0 99.8 0.0000E+00 0.00 2 0.88246E+00 0.18806E-01 97.5 -0.0 0.0 0.0 97.5 0.0000E+00 0.00 3 0.88246E+00 0.10597E-01 99.8 -0.0 0.0 0.0 99.8 0.0000E+00 0.00 4 0.97468E+00 0.40515E-02 101.6 -0.0 0.2 0.0 101.6 0.0000E+00 0.00 5 0.97468E+00 0.17974E-01 97.8 -0.0 0.2 0.0 97.8 0.0000E+00 0.00 6 0.80064E+00 0.17974E-01 97.7 0.0 -0.1 0.0 97.7 0.0000E+00 0.00 7 0.91667E+00 0.13333E-01 99.0 -0.0 0.1 0.0 99.0 0.0000E+00 0.00 * END OF STR3 * TOTAL CPU: 00:00:00
en/example/nlin/1/2.txt · Last modified: 2024-11-07 09:35 by Petr Pařík