# Solid Mechanics Application Elements

(Difference between revisions)
 Revision as of 22:36, 20 March 2016 (view source)Cpuigbo (Talk | contribs)← Older edit Revision as of 16:59, 21 March 2016 (view source)Cpuigbo (Talk | contribs) Newer edit → Line 24: Line 24: | 2D axi-symmetric | 2D axi-symmetric | Triangles, Quadrilaterals | Triangles, Quadrilaterals − |-style="background:#ffe4e1;" + |-style="background:#caffaa;" | rowspan="3" | Large Displacements | rowspan="3" | Large Displacements | [[TotalLagrangianElement]] | [[TotalLagrangianElement]] Line 30: Line 30: | rowspan="2" | 2D plane state / 3D | rowspan="2" | 2D plane state / 3D | Triangles, Quadrilaterals | Triangles, Quadrilaterals − |-style="background:#ffe4e1;" + |-style="background:#caffaa;" | [[UpdatedLagrangianElement]] | [[UpdatedLagrangianElement]] | Tetrahedra, Hexahedra, Prisms | Tetrahedra, Hexahedra, Prisms − |-style="background:#ffe4e1;" + |-style="background:#caffaa;" | [[AxisymUpdatedLagrangianElement]] | [[AxisymUpdatedLagrangianElement]] | Elastic, Damage | Elastic, Damage Line 48: Line 48: !Dimension !Dimension !Geometry !Geometry − |-style="background:#e1ffe4;" + |-style="background:#caffaa;" | rowspan="3" | Large Displacements | rowspan="3" | Large Displacements | rowspan="2" | [[UpdatedLagrangianUPElement]] | rowspan="2" | [[UpdatedLagrangianUPElement]] Line 54: Line 54: | rowspan="2" | 2D plane state / 3D | rowspan="2" | 2D plane state / 3D | Triangle2D3N | Triangle2D3N − |-style="background:#e1ffe4;" + |-style="background:#caffaa;" | Tetrahedra3D4N | Tetrahedra3D4N − |-style="background:#e1ffe4;" + |-style="background:#caffaa;" | [[AxisymUpdatedLagrangianUPElement]] | [[AxisymUpdatedLagrangianUPElement]] | Elastic, HyperElastic, Plastic, Damage | Elastic, HyperElastic, Plastic, Damage

## Revision as of 16:59, 21 March 2016

#### Elements in the Solid Mechanics Application

This application implements only volumetric or surface finite elements. This is the 3D solids and the simplified 2D models representing the same volumetric domain.

Most of the common finite elements for solid mechanics are formulated in displacements. The current developments give the displacement-based elememts avaliable in the application and also some hybrid dislacement-pressure based elements. The last ones are useful for the treatment of the material incompressibility.

Linear Type SolidElement Material Type Dimension Geometry
Small Displacements LinearSolidElement Elastic, Damage 2D plane state / 3D Triangles, Quadrilaterals
SmallDisplacementElement Tetrahedra, Hexahedra, Prisms
AxisymSmallDisplacementElement Elastic, Damage 2D axi-symmetric Triangles, Quadrilaterals
Large Displacements TotalLagrangianElement Elastic, HyperElastic, Plastic, Damage 2D plane state / 3D Triangles, Quadrilaterals
UpdatedLagrangianElement Tetrahedra, Hexahedra, Prisms
AxisymUpdatedLagrangianElement Elastic, Damage 2D axi-symmetric Triangles, Quadrilaterals

#### Hybrid Displacement-Pressure UP Elements in the Solid Mechanics Application

Linear Type SolidElement Material Type Dimension Geometry
Large Displacements UpdatedLagrangianUPElement Elastic, HyperElastic, Plastic, Damage 2D plane state / 3D Triangle2D3N
Tetrahedra3D4N
AxisymUpdatedLagrangianUPElement Elastic, HyperElastic, Plastic, Damage 2D axi-symmetric Triangles2D3N