Difference between revisions of "Contrib:KeesWouters/shell"
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+ | * [[Contrib:KeesWouters]]<br/><br/><br/> | ||
=='''Shell analysis'''== | =='''Shell analysis'''== | ||
− | + | # '''Dynamic shell analysis'''<br/>* Dynamics of shell.<br/>[[Contrib:KeesWouters/shell/platedynamics]]<br/> | |
− | + | #* Use of shell coque_3d elements<br/> | |
− | # '''Dynamic shell analysis'''<br/>* Dynamics of shell.<br/>[[Contrib:KeesWouters/shell/platedynamics]]<br/>* Use of shell coque_3d elements<br/>* This contribution is an simple example of a dynamic plate modelled by shell -coqued_3d- elements<br/>** key words:<br/>*** use of Salome: definition of geometry, mesh - export of mesh<br/> | + | #* This contribution is an simple example of a dynamic plate modelled by shell -coqued_3d- elements<br/> |
− | *** use of ASTK<br/> | + | #** key words:<br/>*** use of Salome: definition of geometry, mesh - export of mesh<br/> |
− | *** conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)<br/> | + | #*** use of ASTK<br/> |
− | *** projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements<br/> | + | #*** conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)<br/> |
− | *** definition of:<br/> | + | #*** projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements<br/> |
− | **** shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep<br/> | + | #*** definition of:<br/> |
− | **** mass, stiffnes matrix and range of dof, NUME_DDL<br/> | + | #**** shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep<br/> |
− | **** definition of eigenvalue extraction - <br/> | + | #**** mass, stiffnes matrix and range of dof, NUME_DDL<br/> |
− | *** print mass table<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 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]] | # '''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]] | # '''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]] | ||
# '''Static analysis of shell construction'''<br/>[[Contrib:KeesWouters/shell/static/command]]''<br/><br/> | # '''Static analysis of shell construction'''<br/>[[Contrib:KeesWouters/shell/static/command]]''<br/><br/> |
Revision as of 22:05, 29 April 2013
Shell analysis
- Dynamic shell analysis
* Dynamics of shell.
Contrib:KeesWouters/shell/platedynamics
- Use of shell coque_3d elements
- This contribution is an simple example of a dynamic 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 ASTK
- key words:
- Use of shell coque_3d elements
- 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 - 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 - 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 - Static analysis of shell construction
Contrib:KeesWouters/shell/static/command