TotalLagrangianElement
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!Dofs | !Dofs | ||
!Material Type | !Material Type | ||
| − | !Loads Conditions | + | !Loads/Conditions |
!Nodal Results | !Nodal Results | ||
!Gauss Points Results | !Gauss Points Results | ||
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== Total Lagrangian 3D Elements == | == Total Lagrangian 3D Elements == | ||
| − | {| class="wikitable" width="100%" style="text-align: | + | {| class="wikitable" width="100%" style="text-align:center; background:#d0d9dd; border:0px solid #e1eaee; font-size:100%; -moz-border-radius-topleft:0px; -moz-border-radius-bottomleft:0px; padding:0px 0px 0px 0px;" valign="top" |
!Input Label | !Input Label | ||
!Geometry | !Geometry | ||
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!Dofs | !Dofs | ||
!Material Type | !Material Type | ||
| − | !Loads Conditions | + | !Loads/Conditions |
!Nodal Results | !Nodal Results | ||
!Gauss Points Results | !Gauss Points Results | ||
|-style="background:#fff9d5;" | |-style="background:#fff9d5;" | ||
| − | | | + | | TotalLagrangianElement3D4N |
| − | | | + | | Tetrahedra3D4N |
| − | + | ||
| 3 | | 3 | ||
| − | | rowspan=" | + | | 4 |
| − | | rowspan=" | + | | rowspan="7" |DISPLACEMENT_X, DISPLACEMENT_Y, DISPLACEMENT_Z |
| + | | rowspan="7" | LinearElastic3DLaw, | ||
LinearElastic3DLaw, | LinearElastic3DLaw, | ||
HyperElastic3DLaw, | HyperElastic3DLaw, | ||
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PK2_STRESS_TENSOR, | PK2_STRESS_TENSOR, | ||
VON_MISES_STRESS | VON_MISES_STRESS | ||
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| − | |||
| − | |||
| − | |||
| − | |||
|-style="background:#fff9d5;" | |-style="background:#fff9d5;" | ||
| TotalLagrangianElement3D6N | | TotalLagrangianElement3D6N | ||
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| 27 | | 27 | ||
|} | |} | ||
| + | |||
| + | [[Category:Solid Mechanics Application]] | ||
| + | [[Category:Solid Mechanics Application Elements]] | ||
Latest revision as of 00:47, 24 March 2016
Total Lagrangian 2D Elements
| Input Label | Geometry | Dimension | No. of Nodes | Dofs | Material Type | Loads/Conditions | Nodal Results | Gauss Points Results |
|---|---|---|---|---|---|---|---|---|
| TotalLagrangianElement2D3N | Triangle2D3N | 2 | 3 | DISPLACEMENT_X, DISPLACEMENT_Y | LinearElasticPlaneStrain2DLaw,
LinearElasticPlaneStress2DLaw, HyperElasticPlaneStrain2DLaw, HyperElasticPlasticJ2PlaneStrain2DLaw, IsotropicDamageSimoJuPlaneStrain2DLaw, IsotropicDamageSimoJuPlaneStress2DLaw |
VOLUME_ACCELERATION,
PointLoadCondition2D1N, LineLoadCondition2D2N, LineLoadCondition2D3N |
DISPLACEMENT,
VELOCITY, ACCELERATION, REACTION, |
GREEN_LAGRANGE_STRAIN_TENSOR,
ALMANSI_STRAIN_TENSOR, CAUCHY_STRESS_TENSOR, PK2_STRESS_TENSOR, VON_MISES_STRESS |
| TotalLagrangianElement2D6N | Triangle2D6N | 2 | 6 | |||||
| TotalLagrangianElement2D4N | Quadrilateral2D4N | 2 | 4 | |||||
| TotalLagrangianElement2D8N | Quadrilateral2D8N | 2 | 8 | |||||
| TotalLagrangianElement2D9N | Quadrilateral2D9N | 2 | 8 |
Total Lagrangian 3D Elements
| Input Label | Geometry | Dimension | No. of Nodes | Dofs | Material Type | Loads/Conditions | Nodal Results | Gauss Points Results |
|---|---|---|---|---|---|---|---|---|
| TotalLagrangianElement3D4N | Tetrahedra3D4N | 3 | 4 | DISPLACEMENT_X, DISPLACEMENT_Y, DISPLACEMENT_Z | LinearElastic3DLaw,
LinearElastic3DLaw, HyperElastic3DLaw, HyperElasticPlasticJ23DLaw, IsotropicDamageSimoJu3DLaw, |
VOLUME_ACCELERATION,
PointLoadCondition3D1N, LineLoadCondition3D2N, LineLoadCondition3D3N, SurfaceLoadCondition3D3N, SurfaceLoadCondition3D4N, SurfaceLoadCondition3D6N, SurfaceLoadCondition3D8N, SurfaceLoadCondition3D9N, |
DISPLACEMENT,
VELOCITY, ACCELERATION, REACTION, |
GREEN_LAGRANGE_STRAIN_TENSOR,
ALMANSI_STRAIN_TENSOR, CAUCHY_STRESS_TENSOR, PK2_STRESS_TENSOR, VON_MISES_STRESS |
| TotalLagrangianElement3D6N | Prism3D6N | 3 | 6 | |||||
| TotalLagrangianElement3D8N | Hexahedra3D8N | 3 | 8 | |||||
| TotalLagrangianElement3D10N | Tetrahedra3D10N | 3 | 10 | |||||
| TotalLagrangianElement3D15N | Prism3D15N | 3 | 15 | |||||
| TotalLagrangianElement3D20N | Hexahedra3D20N | 3 | 20 | |||||
| TotalLagrangianElement3D20N | Hexahedra3D27N | 3 | 27 |
