Difference between revisions of "Contrib:KeesWouters/shell"
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| − | >=='''Shell analysis'''== | + | * [[Contrib:KeesWouters]]<br/><br/><br/> |
| − | + | =='''Shell analysis'''== | |
| − | # '''Static analysis of shell construction''' | + | # '''Dynamic shell analysis'''<br/> |
| − | # '''Static shell analysis - generation of tables''' | + | #*[[Contrib:KeesWouters/shell/platedynamics]]<br/> |
| − | # ''' | + | #* Use of shell coque_3d elements<br/>This contribution is an dynamic analysis of a plate modelled by shell -coqued_3d- elements<br/>key words:<br/> |
| − | # ''' | + | #** use of Salome: definition of geometry, mesh - export of mesh<br/> |
| − | + | #** use of ASTK<br/> | |
| − | + | #** conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)<br/> | |
| − | < | + | #** projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements<br/> |
| − | - | + | #** definition of:<br/> |
| − | + | #*** shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep<br/> | |
| − | -- | + | #*** mass, stiffnes matrix and range of dof, NUME_DDL<br/> |
| − | + | #*** definition of eigenvalue extraction - <br/> | |
| − | + | #** print mass table<br/> | |
| − | </ | + | # '''Static analysis of shell construction'''<br/> |
| + | #* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Extraction of displacement and stresses.<br/>[[Contrib:KeesWouters/shell/static]] | ||
| + | # '''Static shell analysis - generation of tables'''<br/> | ||
| + | #* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Focus on extraction of minimum and maximum displacements, forces and moments and stresses.<br/>[[Contrib:KeesWouters/shell/tables]] | ||
| + | # '''Plot results of shell COQUE_3D calculations'''<br/> | ||
| + | #* The centre node of COQUE-3D elements is a headache in postpro.<br/> Projecting the results to a mesh without centre nodes.<br/> Presented on a plate with four holes.<br/> Focus on displacements and stresses.<br/>[[Contrib:KeesWouters/shell/plotcoq3d]] (April 2013) | ||
| + | # '''Plot results of shell COQUE_3D calculations'''<br/> | ||
| + | #* Roughly the same as previous contribution - using ParaVis.<br/>[[Contrib:KeesWouters/shell/plotcoq3dparavis]] (August 2013) | ||
| + | # '''Static analysis of shell construction'''<br/> | ||
| + | #* [[Contrib:KeesWouters/shell/static/command]]''<br/><br/> | ||
| + | # '''Connection between shells and solids - Liaisonmail'''<br/> | ||
| + | #* [[Contrib:KeesWouters/shell/liaisonmail]]''<br/><br/> | ||
| + | # '''Connection between shells and solids - Arlequin'''<br/> | ||
| + | #* This method is obsolete and has been replaced by a method given in<br/> o (7) [[Contrib:KeesWouters/shell/liaisonmail]] <-- [[Contrib:KeesWouters/shell/arlequin]]''<br/><br/> | ||
| + | # '''Partitioning of shell for areas'''<br/> | ||
| + | #* [[Contrib:KeesWouters/shell/shellpartition]]<br/><br/> | ||
Latest revision as of 19:36, 23 September 2013
Shell analysis
- Dynamic shell analysis
- Contrib:KeesWouters/shell/platedynamics
- Use of shell coque_3d elements
This contribution is an dynamic analysis of a plate modelled by shell -coqued_3d- elements
key words:
- use of Salome: definition of geometry, mesh - export of mesh
- use of ASTK
- conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)
- projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements
- definition of:
- shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep
- mass, stiffnes matrix and range of dof, NUME_DDL
- definition of eigenvalue extraction -
- shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep
- print mass table
- use of Salome: definition of geometry, mesh - export of mesh
- Contrib:KeesWouters/shell/platedynamics
- Static analysis of shell construction
- Contribution in collaboration with Brigde.
Concrete shell with several partitions loaded by pressure.
Extraction of displacement and stresses.
Contrib:KeesWouters/shell/static
- Contribution in collaboration with Brigde.
- Static shell analysis - generation of tables
- Contribution in collaboration with Brigde.
Concrete shell with several partitions loaded by pressure.
Focus on extraction of minimum and maximum displacements, forces and moments and stresses.
Contrib:KeesWouters/shell/tables
- Contribution in collaboration with Brigde.
- Plot results of shell COQUE_3D calculations
- The centre node of COQUE-3D elements is a headache in postpro.
Projecting the results to a mesh without centre nodes.
Presented on a plate with four holes.
Focus on displacements and stresses.
Contrib:KeesWouters/shell/plotcoq3d (April 2013)
- The centre node of COQUE-3D elements is a headache in postpro.
- Plot results of shell COQUE_3D calculations
- Roughly the same as previous contribution - using ParaVis.
Contrib:KeesWouters/shell/plotcoq3dparavis (August 2013)
- Roughly the same as previous contribution - using ParaVis.
- Static analysis of shell construction
- Connection between shells and solids - Liaisonmail
- Connection between shells and solids - Arlequin
- This method is obsolete and has been replaced by a method given in
o (7) Contrib:KeesWouters/shell/liaisonmail <-- Contrib:KeesWouters/shell/arlequin
- This method is obsolete and has been replaced by a method given in
- Partitioning of shell for areas
