Difference between revisions of "Contrib:KeesWouters/shell"
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#* [[Contrib:KeesWouters/shell/liaisonmail]]''<br/><br/> | #* [[Contrib:KeesWouters/shell/liaisonmail]]''<br/><br/> | ||
# '''Connection between shells and solids - Arlequin'''<br/> | # '''Connection between shells and solids - Arlequin'''<br/> | ||
| − | #* This method is obsolete<br/>[[Contrib:KeesWouters/shell/arlequin]]''<br/><br/> | + | #* This method is obsolete. You should use either one of the <br/>[[Contrib:KeesWouters/shell/arlequin]]''<br/><br/> |
# '''Partitioning of shell for areas'''<br/> | # '''Partitioning of shell for areas'''<br/> | ||
#* [[Contrib:KeesWouters/shell/shellpartition]]<br/><br/> | #* [[Contrib:KeesWouters/shell/shellpartition]]<br/><br/> | ||
Revision as of 11:21, 25 May 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
- The centre node of COQUE-3D elements is a headache in postpro.
- Static analysis of shell construction
- Connection between shells and solids - Liaisonmail
- Connection between shells and solids - Arlequin
- This method is obsolete. You should use either one of the
Contrib:KeesWouters/shell/arlequin
- This method is obsolete. You should use either one of the
- Partitioning of shell for areas
