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https://git.salome-platform.org/gitpub/modules/smesh.git
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286 lines
7.2 KiB
Plaintext
286 lines
7.2 KiB
Plaintext
*Heading
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** Job name: UUa Model name: Model-2
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** Generated by: Abaqus/CAE 6.11-1
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*Preprint, echo=NO, model=NO, history=NO, contact=NO
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**
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** PARTS
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**
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*Part, name=Part-1
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*End Part
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**
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**
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** ASSEMBLY
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**
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*Assembly, name=Assembly
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**
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*Instance, name=Part-1-1, part=Part-1
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*Node
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1, 0., 0.
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2, 10., 0.
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3, 20., 0.
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4, 30., 0.
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5, 40., 0.
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6, 50., 0.
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7, 0., 10.
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8, 10., 10.
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9, 20., 10.
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10, 30., 10.
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11, 40., 10.
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12, 50., 10.
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13, 0., 20.
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14, 10., 20.
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15, 20., 20.
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16, 30., 20.
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17, 40., 20.
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18, 50., 20.
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19, 0., 30.
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20, 10., 30.
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21, 20., 30.
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22, 30., 30.
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23, 40., 30.
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24, 50., 30.
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25, 0., 40.
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26, 10., 40.
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27, 20., 40.
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28, 30., 40.
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29, 40., 40.
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30, 50., 40.
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31, 0., 50.
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32, 10., 50.
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33, 20., 50.
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34, 30., 50.
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35, 40., 50.
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36, 50., 50.
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37, 0., 60.
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38, 10., 60.
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39, 20., 60.
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40, 30., 60.
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41, 40., 60.
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42, 50., 60.
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43, 0., 70.
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44, 10., 70.
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45, 20., 70.
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46, 30., 70.
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47, 40., 70.
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48, 50., 70.
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49, 0., 80.
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50, 10., 80.
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51, 20., 80.
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52, 30., 80.
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53, 40., 80.
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54, 50., 80.
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55, 0., 90.
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56, 10., 90.
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57, 20., 90.
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58, 30., 90.
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59, 40., 90.
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60, 50., 90.
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61, 0., 100.
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62, 10., 100.
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63, 20., 100.
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64, 30., 100.
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65, 40., 100.
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66, 50., 100.
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*Element, type=CAX4P
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1, 1, 2, 8, 7
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2, 2, 3, 9, 8
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3, 3, 4, 10, 9
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4, 4, 5, 11, 10
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5, 5, 6, 12, 11
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6, 7, 8, 14, 13
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7, 8, 9, 15, 14
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8, 9, 10, 16, 15
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9, 10, 11, 17, 16
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10, 11, 12, 18,
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17
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11, 13, 14, 20, 19
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12, 14, 15, 21, 20
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13, 15, 16, 22, 21
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14, 16, 17, 23, 22
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15, 17, 18, 24, 23
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16, 19, 20, 26, 25
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17, 20,
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21, 27, 26
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18, 21, 22, 28, 27
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19, 22, 23, 29, 28
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20, 23, 24, 30, 29
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21, 25, 26, 32, 31
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22, 26, 27, 33, 32
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23, 27, 28, 34, 33
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24, 28, 29, 35, 34
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25, 29, 30, 36, 35
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26, 31, 32, 38, 37
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27, 32, 33, 39, 38
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28, 33, 34, 40, 39
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29, 34, 35, 41, 40
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30, 35, 36, 42, 41
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31, 37, 38, 44, 43
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32, 38, 39, 45, 44
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33, 39, 40, 46, 45
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34, 40, 41, 47, 46
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35, 41, 42, 48, 47
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36, 43, 44, 50, 49
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37, 44, 45, 51, 50
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38, 45, 46, 52, 51
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39, 46, 47, 53, 52
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40, 47, 48, 54, 53
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41, 49,
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50, 56, 55
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42, 50, 51, 57, 56
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43, 51, 52, 58, 57
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44, 52, 53, 59, 58
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45, 53, 54, 60, 59
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46, 55, 56, 62, 61
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47, 56,
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57, 63, 62
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48, 57, 58, 64, 63
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49, 58, 59,
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65, 64
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50, 59, 60, 66, 65
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*Nset, nset=_PickedSet2, internal, generate
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1, 66, 1
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*Elset, elset=_PickedSet2, internal, generate
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1, 50, 1
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** Section: Section-1
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*Solid Section, elset=_PickedSet2, material=Material-1
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,
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*End Instance
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**
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*Nset, nset=_PickedSet7, internal, instance=Part-1-1, generate
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1, 61, 6
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*Elset, elset=_PickedSet7, internal, instance=Part-1-1, generate
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1, 46, 5
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*Nset, nset=_PickedSet8, internal, instance=Part-1-1, generate
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1, 6, 1
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*Elset, elset=_PickedSet8, internal, instance=Part-1-1, generate
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1, 5, 1
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*Nset, nset=_PickedSet14, internal, instance=Part-1-1, generate
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61, 66, 1
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*Elset, elset=_PickedSet14, internal, instance=Part-1-1, generate
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46, 50, 1
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*Nset, nset=_PickedSet15, internal, instance=Part-1-1, generate
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1, 66, 1
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*Elset, elset=_PickedSet15, internal, instance=Part-1-1, generate
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1, 50, 1
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*Nset, nset=_PickedSet16, internal, instance=Part-1-1, generate
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1, 66, 1
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*Elset, elset=_PickedSet16, internal, instance=Part-1-1, generate
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1, 50, 1
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*Nset, nset=_PickedSet17, internal, instance=Part-1-1, generate
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1, 66, 1
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*Elset, elset=_PickedSet17, internal, instance=Part-1-1, generate
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1, 50, 1
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*Elset, elset=__PickedSurf12_S3, internal, instance=Part-1-1, generate
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46, 50, 1
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*Surface, type=ELEMENT, name=_PickedSurf12, internal
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__PickedSurf12_S3, S3
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*Elset, elset=__PickedSurf13_S2, internal, instance=Part-1-1, generate
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5, 50, 5
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*Surface, type=ELEMENT, name=_PickedSurf13, internal
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__PickedSurf13_S2, S2
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*Elset, elset=__PickedSurf18_S3, internal, instance=Part-1-1, generate
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46, 50, 1
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*Surface, type=ELEMENT, name=_PickedSurf18, internal
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__PickedSurf18_S3, S3
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*End Assembly
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*Amplitude, name=Amp-1
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0., 0., 1., 1.
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*Amplitude, name=Amp-2
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0., 0., 1., 1.
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**
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** MATERIALS
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**
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*Material, name=Material-1
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*Density
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2.7e-06,
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*Elastic,dependencies=1
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45., 0.2, 0.
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75., 0.2, 100.
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*Permeability, specific=10.
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1e-08, 0.3
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*Mohr Coulomb, dependencies=1
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30.,10., , 0.
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40.,20., , 100.
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*Mohr Coulomb Hardening
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0.2, 0.,
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0.4, 0.05,
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0.6, 0.09,
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**
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** BOUNDARY CONDITIONS
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**
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** Name: Bottom-nodes Type: Symmetry/Antisymmetry/Encastre
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*Boundary
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_PickedSet8, YSYMM
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** Name: Side-nodes Type: Symmetry/Antisymmetry/Encastre
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*Boundary
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_PickedSet7, XSYMM
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**
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** PREDEFINED FIELDS
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**
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** Name: Predefined Field-1 Type: Geostatic stress
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*Initial Conditions, type=STRESS, GEOSTATIC
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_PickedSet15, -0.221, 0., -0.221, 100., 1., 1.
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** Name: Predefined Field-2 Type: Void ratio
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*Initial Conditions, TYPE=RATIO
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_PickedSet16, 0.3
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** Name: Predefined Field-3 Type: Pore pressure
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*Initial Conditions, TYPE=PORE PRESSURE
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_PickedSet17, 1.
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** ----------------------------------------------------------------
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**
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** STEP: Step-1
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**
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*Step, name=Step-1
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*Geostatic
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**
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*FIELD, VARIABLE=1, USER
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**
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**
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** LOADS
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**
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** Name: Side-Confining-Stress Type: Pressure
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*Dsload
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_PickedSurf13, P, 1.221
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** Name: Top-Confining-Stress Type: Pressure
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*Dsload
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_PickedSurf12, P, 1.221
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**
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** OUTPUT REQUESTS
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**
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*Restart, write, frequency=0
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**
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** FIELD OUTPUT: F-Output-1
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**
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*Output, field, variable=PRESELECT
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**
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** HISTORY OUTPUT: H-Output-1
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**
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*Output, history, variable=PRESELECT
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*End Step
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** ----------------------------------------------------------------
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**
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** STEP: Step-2
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**
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*Step, name=Step-2
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*Soils, consolidation, end=PERIOD, utol=1000.
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0.01, 1., 1e-05, 0.01,
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**
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** BOUNDARY CONDITIONS
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**
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** Name: BC-4 Type: Displacement/Rotation
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*Boundary, amplitude=Amp-1
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_PickedSet14, 2, 2, -50.
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**
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** OUTPUT REQUESTS
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**
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*Restart, write, frequency=0
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**
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** FIELD OUTPUT: F-Output-1
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**
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*Output, field, variable=PRESELECT
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**
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** HISTORY OUTPUT: H-Output-1
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**
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*Output, history, variable=PRESELECT
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*End Step
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