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Nelinearna statična analiza (hiperelastičnost, 1. del)

Ta analiza uporablja podatke iz tutorial/03_hyperelastic_cylinder.

Predmet analize

Predmet analize je 1/8-model okrogle palice. Geometrija je prikazana na sliki 4.3.1, podatki mreže pa na sliki 4.3.2.

Postavka Opis Opombe Sklic
Vrsta analize Nelinearna statična analiza (hiperelastičnost) !SOLUTION,TYPE=NLSTATIC
Število vozlišč 629
Število elementov 432
Vrsta elementa 8-vozliščni linearni heksaedrski element !ELEMENT,TYPE=361
Ime materiala MAT1 !MATERIAL,NAME=MAT1
Lastnosti materiala HYPERELASTIC !HYPERELASTIC,TYPE=MOONEY-RIVLIN
Robni pogoji Omejitev, predpisani pomik
Reševalnik matrike CG/SSOR !SOLVER,METHOD=CG,PRECOND=1

Oblika okrogle palice (1/8-model)

Slika 4.3.1 Oblika okrogle palice (1/8-model)

Mreža okrogle palice (1/8-model)

Slika 4.3.2 Mreža okrogle palice (1/8-model)

Vsebina analize

Izvede se napetostna analiza z nanosom aksialnega nateznega pomika na okroglo palico. Kot konstitutivni model hiperelastičnega materiala se uporabi model Mooney-Rivlin. Krmilni podatki analize so prikazani spodaj.

Krmilni podatki analize cylinder.cnt

#  Control File for FISTR
## Analysis Control
!VERSION
 3
!SOLUTION, TYPE=NLSTATIC
!WRITE,RESULT
!WRITE,VISUAL
## Solver Control
### Boundary Condition
!BOUNDARY, GRPID=1
 LOADS, 3, 3, -7.0
 FIX,   3, 3, 0.0
 XSYMM, 1, 1, 0.0
 YSYMM, 2, 2, 0.0
### STEP
!STEP, SUBSTEPS=5, CONVERG=1.0e-5
 BOUNDARY, 1
### Material
!MATERIAL, NAME=MAT1
!HYPERELASTIC, TYPE=MOONEY-RIVLIN
 0.1486, 0.4849, 0.0789
### Solver Setting
!SOLVER,METHOD=CG,PRECOND=1,ITERLOG=YES,TIMELOG=YES
 10000, 1
 1.0e-8, 1.0, 0.0
## Post Control
!VISUAL,method=PSR
!surface_num=1
!surface 1
!output_type=VTK
!END

Rezultati analize

Rezultati petega podkoraka so prikazani na sliki 4.3.3. Z REVOCAP_PrePost je ustvarjen deformacijski prikaz s konturami von Misesove napetosti. Spodaj je kot numerični podatek rezultata analize prikazan tudi del dnevniške datoteke rezultatov analize.

Rezultati analize deformacije in von Misesove napetosti

Slika 4.3.3 Rezultati analize deformacije in von Misesove napetosti

Dnevnik rezultatov analize 0.log

 fstr_setup: OK
#### Result step=     0
 ##### Local Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    0.0000E+00         1  0.0000E+00         1
 //U2    0.0000E+00         1  0.0000E+00         1
 //U3    0.0000E+00         1  0.0000E+00         1
 //E11   0.0000E+00         1  0.0000E+00         1
 //E22   0.0000E+00         1  0.0000E+00         1
 //E33   0.0000E+00         1  0.0000E+00         1
 //E12   0.0000E+00         1  0.0000E+00         1
 //E23   0.0000E+00         1  0.0000E+00         1
 //E31   0.0000E+00         1  0.0000E+00         1
 //S11   0.0000E+00         1  0.0000E+00         1
 //S22   0.0000E+00         1  0.0000E+00         1
 //S33   0.0000E+00         1  0.0000E+00         1
 //S12   0.0000E+00         1  0.0000E+00         1
 //S23   0.0000E+00         1  0.0000E+00         1
 //S31   0.0000E+00         1  0.0000E+00         1
 //SMS   0.0000E+00         1  0.0000E+00         1
 ##### Local Summary @Element :Max/IdMax/Min/IdMin####
 //E11   0.0000E+00         1  0.0000E+00         1
 //E22   0.0000E+00         1  0.0000E+00         1
 //E33   0.0000E+00         1  0.0000E+00         1
 //E12   0.0000E+00         1  0.0000E+00         1
 //E23   0.0000E+00         1  0.0000E+00         1
 //E31   0.0000E+00         1  0.0000E+00         1
 //S11   0.0000E+00         1  0.0000E+00         1
 //S22   0.0000E+00         1  0.0000E+00         1
 //S33   0.0000E+00         1  0.0000E+00         1
 //S12   0.0000E+00         1  0.0000E+00         1
 //S23   0.0000E+00         1  0.0000E+00         1
 //S31   0.0000E+00         1  0.0000E+00         1
 //SMS   0.0000E+00         1  0.0000E+00         1
 ##### Global Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    0.0000E+00         1  0.0000E+00         1
 //U2    0.0000E+00         1  0.0000E+00         1
 //U3    0.0000E+00         1  0.0000E+00         1
 //E11   0.0000E+00         1  0.0000E+00         1
 //E22   0.0000E+00         1  0.0000E+00         1
 //E33   0.0000E+00         1  0.0000E+00         1
 //E12   0.0000E+00         1  0.0000E+00         1
 //E23   0.0000E+00         1  0.0000E+00         1
 //E31   0.0000E+00         1  0.0000E+00         1
 //S11   0.0000E+00         1  0.0000E+00         1
 //S22   0.0000E+00         1  0.0000E+00         1
 //S33   0.0000E+00         1  0.0000E+00         1
 //S12   0.0000E+00         1  0.0000E+00         1
 //S23   0.0000E+00         1  0.0000E+00         1
 //S31   0.0000E+00         1  0.0000E+00         1
 //SMS   0.0000E+00         1  0.0000E+00         1
 ##### Global Summary @Element :Max/IdMax/Min/IdMin####
 //E11   0.0000E+00         1  0.0000E+00         1
 //E22   0.0000E+00         1  0.0000E+00         1
 //E33   0.0000E+00         1  0.0000E+00         1
 //E12   0.0000E+00         1  0.0000E+00         1
 //E23   0.0000E+00         1  0.0000E+00         1
 //E31   0.0000E+00         1  0.0000E+00         1
 //S11   0.0000E+00         1  0.0000E+00         1
 //S22   0.0000E+00         1  0.0000E+00         1
 //S33   0.0000E+00         1  0.0000E+00         1
 //S12   0.0000E+00         1  0.0000E+00         1
 //S23   0.0000E+00         1  0.0000E+00         1
 //S31   0.0000E+00         1  0.0000E+00         1
 //SMS   0.0000E+00         1  0.0000E+00         1

 ...

#### Result step=     5
 ##### Local Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    0.0000E+00         1 -6.7543E-01        90
 //U2    0.0000E+00         1 -6.7543E-01        89
 //U3    0.0000E+00         1 -7.0000E+00        38
 //E11  -1.0781E-01        38 -1.1448E-01         7
 //E22  -1.0781E-01        50 -1.1448E-01        13
 //E33   2.3916E-01         7  2.2715E-01        50
 //E12   8.9609E-04        53 -9.2501E-04        10
 //E23   1.0074E-07        38 -2.6232E-03        86
 //E31   1.0074E-07        50 -2.6232E-03        93
 //S11   2.7292E-03        14 -2.6468E-03        49
 //S22   2.7292E-03         6 -2.6468E-03        39
 //S33   8.5422E-01         7  8.1021E-01        50
 //S12   1.2861E-03        53 -1.3373E-03        10
 //S23   1.4289E-07        38 -3.1695E-03        86
 //S31   1.4289E-07        50 -3.1695E-03        93
 //SMS   8.5307E-01         7  8.1134E-01        50
 ##### Local Summary @Element :Max/IdMax/Min/IdMin####
 //E11  -1.0817E-01       759 -1.1410E-01       354
 //E22  -1.0817E-01       768 -1.1410E-01       363
 //E33   2.3863E-01       354  2.2766E-01       759
 //E12   7.4078E-04       766 -7.5734E-04       360
 //E23  -2.5376E-05       753 -2.4790E-03       471
 //E31  -2.5376E-05       749 -2.4790E-03       462
 //S11   2.8994E-03       363 -2.8080E-03       768
 //S22   2.8994E-03       354 -2.8080E-03       759
 //S33   8.5295E-01       354  8.1143E-01       759
 //S12   1.0634E-03       766 -1.0947E-03       360
 //S23  -3.0682E-05       753 -2.9954E-03       471
 //S31  -3.0682E-05       749 -2.9954E-03       462
 //SMS   8.5118E-01       354  8.1315E-01       759
 ##### Global Summary @Node    :Max/IdMax/Min/IdMin####
 //U1    0.0000E+00         1 -6.7543E-01        90
 //U2    0.0000E+00         1 -6.7543E-01        89
 //U3    0.0000E+00         1 -7.0000E+00        38
 //E11  -1.0781E-01        38 -1.1448E-01         7
 //E22  -1.0781E-01        50 -1.1448E-01        13
 //E33   2.3916E-01         7  2.2715E-01        50
 //E12   8.9609E-04        53 -9.2501E-04        10
 //E23   1.0074E-07        38 -2.6232E-03        86
 //E31   1.0074E-07        50 -2.6232E-03        93
 //S11   2.7292E-03        14 -2.6468E-03        49
 //S22   2.7292E-03         6 -2.6468E-03        39
 //S33   8.5422E-01         7  8.1021E-01        50
 //S12   1.2861E-03        53 -1.3373E-03        10
 //S23   1.4289E-07        38 -3.1695E-03        86
 //S31   1.4289E-07        50 -3.1695E-03        93
 //SMS   8.5307E-01         7  8.1134E-01        50
 ##### Global Summary @Element :Max/IdMax/Min/IdMin####
 //E11  -1.0817E-01       759 -1.1410E-01       354
 //E22  -1.0817E-01       768 -1.1410E-01       363
 //E33   2.3863E-01       354  2.2766E-01       759
 //E12   7.4078E-04       766 -7.5734E-04       360
 //E23  -2.5376E-05       753 -2.4790E-03       471
 //E31  -2.5376E-05       749 -2.4790E-03       462
 //S11   2.8994E-03       363 -2.8080E-03       768
 //S22   2.8994E-03       354 -2.8080E-03       759
 //S33   8.5295E-01       354  8.1143E-01       759
 //S12   1.0634E-03       766 -1.0947E-03       360
 //S23  -3.0682E-05       753 -2.9954E-03       471
 //S31  -3.0682E-05       749 -2.9954E-03       462
 //SMS   8.5118E-01       354  8.1315E-01       759
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