विषय पर बढ़ें

अरैखिक Dynamic Analysis

इस विश्लेषण में tutorial/13_dynamic_beam_nonlinear का डेटा उपयोग किया जाता है।

विश्लेषण मॉडल

विश्लेषण का लक्ष्य पिछले अनुभाग के रैखिक Dynamic Analysis वाला वही cantilever beam है।

मद विवरण टिप्पणी संदर्भ
विश्लेषण प्रकार अरैखिक dynamic analysis !SOLUTION,TYPE=DYNAMIC !DYNAMIC,TYPE=NONLINEAR
नोडों की संख्या 525
तत्वों की संख्या 240
तत्व प्रकार 10-node द्वितीय-क्रम tetrahedral element !ELEMENT,TYPE=342
सामग्री गुण नाम M1 !MATERIAL,NAME=M1
सीमा शर्तें Constraints, concentrated load !CLOAD
Matrix solver CG/SSOR !SOLVER,METHOD=CG,PRECOND=1

विश्लेषण विवरण

Figure 4.12.1 में दिखाई गई constrained surface के displacement को constrain करने और load node पर concentrated load लागू करने के बाद nonlinear dynamic analysis किया जाता है। Analysis control data नीचे दिखाया गया है।

Cantilever beam की geometry

Figure 4.12.1 Cantilever beam की geometry

Analysis Control Data beam.cnt

#  Control File for FISTR
## Analysis Control
!VERSION
 3
!WRITE,RESULT,FREQUENCY=100
!SOLUTION, TYPE=DYNAMIC
!DYNAMIC, TYPE=NONLINEAR
 1 , 1
 0.0, 0.1, 100000, 1.0000e-8
 0.5, 0.25
 1, 1, 0.0, 0.0
 1000, 3121, 100
 1, 1, 1, 1, 1, 1
## Solver Control
### Boundary Condition
!BOUNDARY, GRPID=1, AMP=AMP1
 FIX, 1, 3, 0.0
!CLOAD, GRPID=1, AMP=AMP1
 CL1,    3,    -1.0
### STEP
!STEP, CONVERG=1.0e-3
 BOUNDARY, 1
 LOAD,     1
### Material
!DENSITY
 1.0e-8
!HYPERELASTIC, TYPE=NEOHOOKE
 1000.0, 0.00005
### Solver Setting
!SOLVER,METHOD=CG,PRECOND=1,ITERLOG=NO,TIMELOG=NO
 10000, 1
 1.0e-06, 1.0, 0.0
!END

विश्लेषण प्रक्रिया

FrontISTR कमांड fistr1 चलाएँ।

cd FrontISTR/tutorial/13_dynamic_beam_nonlinear
fistr1 -t 4

(4 threads के साथ चलाएँ।)

विश्लेषण परिणाम

Analysis control data में निर्दिष्ट monitoring node (load node, node number 3121) के displacement का time-series plot Microsoft Excel से बनाया गया है और Figure 4.13.1 में दिखाया गया है। Numerical analysis-result data के रूप में monitoring-node displacement output file (dyna_disp_3121.txt) का एक भाग भी नीचे दिखाया गया है।

Monitoring node का time-series displacement

Figure 4.13.1 Monitoring node का time-series displacement

Monitoring-Node Displacement dyna_disp_3121.txt

         0  0.0000E+000      3121  0.0000E+000  0.0000E+000  0.0000E+000
       100  1.0000E-006      3121  7.6885E-005 -7.3733E-005 -6.0988E-004
       200  2.0000E-006      3121  3.3089E-005 -7.5879E-006 -8.2481E-004
       300  3.0000E-006      3121  8.9272E-005 -5.6180E-005 -1.2550E-003
       400  4.0000E-006      3121  5.8434E-005 -2.9113E-005 -1.9326E-003
       500  5.0000E-006      3121  3.3598E-005 -3.7069E-005 -2.6955E-003
       600  6.0000E-006      3121  9.2438E-005 -2.9415E-005 -3.4297E-003
       700  7.0000E-006      3121  4.4742E-005 -1.9064E-005 -4.2128E-003
       800  8.0000E-006      3121  4.2702E-005 -3.7315E-005 -5.2563E-003
       900  9.0000E-006      3121  7.9468E-005  4.8283E-006 -6.1239E-003
      1000  1.0000E-005      3121  2.5902E-005 -3.1393E-005 -7.1463E-003
      1100  1.1000E-005      3121  6.9365E-005 -1.1486E-005 -8.3515E-003

Analysis Result Log 0.log

 fstr_setup: OK
#### Result step=     1
 ##### Local Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    2.7619E-10      3121 -1.4312E-10   1001067
 //U2    2.6490E-10   1000353 -5.5027E-10      3121
 //U3    2.8724E-10      5121 -1.8462E-07      3121
 //V1    5.5239E-02      3121 -2.8624E-02   1001067
 //V2    5.2980E-02   1000353 -1.1005E-01      3121
 //V3    5.7448E-02      5121 -3.6925E+01      3121
 //A1    1.1048E+07      3121 -5.7248E+06   1001067
 //A2    1.0596E+07   1000353 -2.2011E+07      3121
 //A3    1.1490E+07      5121 -7.3849E+09      3121
 //E11   4.3811E-10   1000347 -3.4878E-10   1000709
 //E22   2.1254E-09   1000352 -2.1246E-09   1001427
 //E33   3.6982E-07   1001067 -3.6953E-07   1000347
 //E12   1.1329E-09   1000709 -1.1050E-09   1000352
 //E23   3.6823E-07   1000713 -3.6823E-07   1000353
 //E31   9.1796E-08   1001031 -2.7687E-07      3121
 //S11   1.4231E-02   1001067 -1.4214E-02   1000347
 //S22   1.4226E-02   1001067 -1.4210E-02   1000347
 //S33   1.5711E-02   1001067 -1.5694E-02   1000347
 //S12   2.2266E-06   1000709 -2.2148E-06   1000352
 //S23   7.3645E-04   1000713 -7.3646E-04   1000353
 //S31   1.8358E-04   1001031 -5.5379E-04      3121
 //SMS   1.7350E-03   1000347  3.4921E-43      1201
 ##### Local Summary @Element :Max/IdMax/Min/IdMin####
 //E11   6.5755E-11       176 -1.7785E-10       178
 //E22   7.2706E-10       178 -7.2236E-10       119
 //E33   1.0581E-09       239 -8.9407E-10        58
 //E12   9.6411E-10       119 -4.1741E-10        60
 //E23   2.1837E-09       119 -2.2050E-09       178
 //E31   2.5589E-10       176 -1.0737E-09       119
 //S11   5.7325E-05       178 -6.8164E-05       119
 //S22   6.0945E-05       178 -7.0539E-05       119
 //S33   6.1843E-05       178 -7.1200E-05       119
 //S12   1.9176E-06       119 -8.3014E-07        60
 //S23   4.3640E-06       119 -4.4100E-06       178
 //S31   5.1153E-07       176 -2.1545E-06       119
 //SMS   9.4730E-06       119  1.0387E-41         2
 ##### Global Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    2.7619E-10      3121 -1.4312E-10   1001067
 //U2    2.6490E-10   1000353 -5.5027E-10      3121
 //U3    2.8724E-10      5121 -1.8462E-07      3121
 //V1    5.5239E-02      3121 -2.8624E-02   1001067
 //V2    5.2980E-02   1000353 -1.1005E-01      3121
 //V3    5.7448E-02      5121 -3.6925E+01      3121
 //A1    1.1048E+07      3121 -5.7248E+06   1001067
 //A2    1.0596E+07   1000353 -2.2011E+07      3121
 //A3    1.1490E+07      5121 -7.3849E+09      3121
 //E11   4.3811E-10   1000347 -3.4878E-10   1000709
 //E22   2.1254E-09   1000352 -2.1246E-09   1001427
 //E33   3.6982E-07   1001067 -3.6953E-07   1000347
 //E12   1.1329E-09   1000709 -1.1050E-09   1000352
 //E23   3.6823E-07   1000713 -3.6823E-07   1000353
 //E31   9.1796E-08   1001031 -2.7687E-07      3121
 //S11   1.4231E-02   1001067 -1.4214E-02   1000347
 //S22   1.4226E-02   1001067 -1.4210E-02   1000347
 //S33   1.5711E-02   1001067 -1.5694E-02   1000347
 //S12   2.2266E-06   1000709 -2.2148E-06   1000352
 //S23   7.3645E-04   1000713 -7.3646E-04   1000353
 //S31   1.8358E-04   1001031 -5.5379E-04      3121
 //SMS   1.7350E-03   1000347  3.4921E-43      1201
 ##### Global Summary @Element :Max/IdMax/Min/IdMin####
 //E11   6.5755E-11       176 -1.7785E-10       178
 //E22   7.2706E-10       178 -7.2236E-10       119
 //E33   1.0581E-09       239 -8.9407E-10        58
 //E12   9.6411E-10       119 -4.1741E-10        60
 //E23   2.1837E-09       119 -2.2050E-09       178
 //E31   2.5589E-10       176 -1.0737E-09       119
 //S11   5.7325E-05       178 -6.8164E-05       119
 //S22   6.0945E-05       178 -7.0539E-05       119
 //S33   6.1843E-05       178 -7.1200E-05       119
 //S12   1.9176E-06       119 -8.3014E-07        60
 //S23   4.3640E-06       119 -4.4100E-06       178
 //S31   5.1153E-07       176 -2.1545E-06       119
 //SMS   9.4730E-06       119  1.0387E-41         2

 ...

#### Result step=500000
 ##### Local Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    5.2758E-02      5221 -5.2989E-02      1021
 //U2    1.0426E-03   1000750 -7.2090E-02      1021
 //U3    0.0000E+00      1001 -6.5930E-01      3121
 //V1    1.6455E+03      5217 -1.6058E+03      1019
 //V2    8.7881E+02   1000132 -2.2448E+03      1221
 //V3    1.9455E+02   1000003 -1.7874E+04      1221
 //A1    5.7327E+09      5221 -4.0019E+09      1203
 //A2    7.0089E+09      3221 -4.3280E+09   1000713
 //A3    4.9140E+09      1211 -8.4702E+09      5021
 //E11   1.0808E-02   1001104 -1.0904E-02      1003
 //E22   3.4008E-03      1203 -3.2574E-03      5203
 //E33   3.6321E-03      1103 -3.5530E-03   1001105
 //E12   3.4760E-03      1201 -2.9256E-03      1001
 //E23   9.1779E-04   1000017 -1.3462E-03      1001
 //E31   6.4324E-04   1000750 -2.5756E-03      1101
 //S11   5.0236E+01      5201 -5.2624E+01      1001
 //S22   1.8815E+01   1001098 -2.2485E+01   1000008
 //S33   1.2848E+01   1001098 -2.2485E+01   1000008
 //S12   5.3477E+00      1201 -4.5009E+00      1001
 //S23   1.4120E+00   1000017 -2.0711E+00      1001
 //S31   9.8961E-01   1000750 -3.9625E+00      1101
 //SMS   4.4276E+01      1003  6.5308E-01   1000690
 ##### Local Summary @Element :Max/IdMax/Min/IdMin####
 //E11   8.0789E-03       186 -8.0188E-03      1001
 //E22   2.1847E-03         8 -2.1148E-03       192
 //E33   2.5029E-03      1001 -2.6704E-03       186
 //E12   1.1765E-03        62 -1.0144E-03         3
 //E23   4.9965E-04         6 -5.1495E-04        66
 //E31  -1.2336E-05       125 -1.4721E-03         2
 //S11   3.3432E+01       186 -3.4438E+01         2
 //S22   7.0191E+00       183 -7.4671E+00         2
 //S33   7.6014E+00       183 -7.7370E+00         2
 //S12   1.8099E+00        62 -1.5605E+00         3
 //S23   7.6870E-01         6 -7.9223E-01        66
 //S31  -1.8979E-02       125 -2.2647E+00         2
 //SMS   3.1742E+01       186  7.0883E-01       114
 ##### Global Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    5.2758E-02      5221 -5.2989E-02      1021
 //U2    1.0426E-03   1000750 -7.2090E-02      1021
 //U3    0.0000E+00      1001 -6.5930E-01      3121
 //V1    1.6455E+03      5217 -1.6058E+03      1019
 //V2    8.7881E+02   1000132 -2.2448E+03      1221
 //V3    1.9455E+02   1000003 -1.7874E+04      1221
 //A1    5.7327E+09      5221 -4.0019E+09      1203
 //A2    7.0089E+09      3221 -4.3280E+09   1000713
 //A3    4.9140E+09      1211 -8.4702E+09      5021
 //E11   1.0808E-02   1001104 -1.0904E-02      1003
 //E22   3.4008E-03      1203 -3.2574E-03      5203
 //E33   3.6321E-03      1103 -3.5530E-03   1001105
 //E12   3.4760E-03      1201 -2.9256E-03      1001
 //E23   9.1779E-04   1000017 -1.3462E-03      1001
 //E31   6.4324E-04   1000750 -2.5756E-03      1101
 //S11   5.0236E+01      5201 -5.2624E+01      1001
 //S22   1.8815E+01   1001098 -2.2485E+01   1000008
 //S33   1.2848E+01   1001098 -2.2485E+01   1000008
 //S12   5.3477E+00      1201 -4.5009E+00      1001
 //S23   1.4120E+00   1000017 -2.0711E+00      1001
 //S31   9.8961E-01   1000750 -3.9625E+00      1101
 //SMS   4.4276E+01      1003  6.5308E-01   1000690
 ##### Global Summary @Element :Max/IdMax/Min/IdMin####
 //E11   8.0789E-03       186 -8.0188E-03      1001
 //E22   2.1847E-03         8 -2.1148E-03       192
 //E33   2.5029E-03      1001 -2.6704E-03       186
 //E12   1.1765E-03        62 -1.0144E-03         3
 //E23   4.9965E-04         6 -5.1495E-04        66
 //E31  -1.2336E-05       125 -1.4721E-03         2
 //S11   3.3432E+01       186 -3.4438E+01         2
 //S22   7.0191E+00       183 -7.4671E+00         2
 //S33   7.6014E+00       183 -7.7370E+00         2
 //S12   1.8099E+00        62 -1.5605E+00         3
 //S23   7.6870E-01         6 -7.9223E-01        66
 //S31  -1.8979E-02       125 -2.2647E+00         2
 //SMS   3.1742E+01       186  7.0883E-01       114