Difference between revisions of "Contrib:KeesWouters"
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#** use of ASTK | #** use of ASTK | ||
#** conversion of tria6, quad8 to tria7 and quad9 | #** conversion of tria6, quad8 to tria7 and quad9 | ||
| − | #** projection of results of | + | #** projection of results of quad9 and tria7 to quad8 and tria6 |
#** print mass table<br/><br/><br/> | #** print mass table<br/><br/><br/> | ||
#'''Convergence of solid and shell elements'''<br/>This contribution is mainly a comparison between solids and shells (coque_3d) elements on convergence of the displacements.<br/>'''Stresses in centre and outside layers'''<br/>A small detour on how to determine the stresses at the centre and outside layers of shell elements<br/>'''Printing reaction forces and stresses in a table'''<br/>The retrieval of the the nodal forces, reaction forces and stresses into a table are discussed (for solid elements only).<br/>[[Contrib:KeesWouters/staticshell]]<br/><br/> | #'''Convergence of solid and shell elements'''<br/>This contribution is mainly a comparison between solids and shells (coque_3d) elements on convergence of the displacements.<br/>'''Stresses in centre and outside layers'''<br/>A small detour on how to determine the stresses at the centre and outside layers of shell elements<br/>'''Printing reaction forces and stresses in a table'''<br/>The retrieval of the the nodal forces, reaction forces and stresses into a table are discussed (for solid elements only).<br/>[[Contrib:KeesWouters/staticshell]]<br/><br/> | ||
Revision as of 08:45, 29 May 2010
A few simple examples on using Salome - Code Aster platform
- Partitioning
With Salome it took me quite some time to find out how to define different volumes in one construction that are meshed in one 'piece'.
In this example four different volumes by partitioning a construction are defined.
Contrib:KeesWouters/partition- key words: fuse - partition - compound
- key words: fuse - partition - compound
- My description of ASTK
Contrib:KeesWouters/shell/static/astk
Based on this shell calculation Contrib:KeesWouters/shell- key words
- file types: command comm, error err, message mess, result, base folder
- unite number
- key words
- Use of shell coque_3d elements
This contribution is an simple example of a dynamic plate modelled by shell -coqued_3d- elements.
Contrib:KeesWouters/platedynamics- key words:
- use of Salome: definition of geometry, mesh - export of mesh
- use of ASTK
- conversion of tria6, quad8 to tria7 and quad9
- projection of results of quad9 and tria7 to quad8 and tria6
- print mass table
- key words:
- Convergence of solid and shell elements
This contribution is mainly a comparison between solids and shells (coque_3d) elements on convergence of the displacements.
Stresses in centre and outside layers
A small detour on how to determine the stresses at the centre and outside layers of shell elements
Printing reaction forces and stresses in a table
The retrieval of the the nodal forces, reaction forces and stresses into a table are discussed (for solid elements only).
Contrib:KeesWouters/staticshell - Applying forces on line segments
Using a simple spring construction, forces are applied on nodes, a line segment and surface
Contrib:KeesWouters/spring - Plastic behaviour of a V shape construction
The material non linear behaviour of a v shape construction with solid elements. This command file does currently not run on versions below CAster10.X.
Contrib:KeesWouters/plasticity - Plastic behaviour of a solid beam [CA10.X]
The material non linear behaviour of a solid beam. This version runs on CA10.X with adapted version of STAT_NON_LINE
Contrib:KeesWouters/plasticity/solidbeam - Buckling behaviour of a beam
The geometrical non linear behaviour of a beam using solid elements
Contrib:KeesWouters/beambuckling - Shell analysis
Contribution in collaboration with Brigde.
Concrete shell with several partitions loaded by pressure.
Extraction of displacement and stresses.
Extraction of minimum and maximum displacements, forces and moments and stresses.
Contrib:KeesWouters/shell - Modal analysis of an axial loaded cylinder
The modal analysis of a construction under prestress. Also the buckling behaviour of the cylinder is given using shell coque_3d elements - frequency domain
Contrib:KeesWouters/prestressmodal - Dynamic analysis of an axial loaded cylinder
The dynamic analysis of a cylinder loaded by an axial force with coque_3d elements. Geometry based on the cylinder under prestress - time domain
Contrib:KeesWouters/dynamicload - The connection between shell and solid elements
To establish a connection between shell and solid elements the Arlequin method can be used.
A comparison with a solution using nodes on a solid region between shell and solid elements is given
Contrib:KeesWouters/shellsolid - The stresses of an assembly of shells and volumes
Based on the previous contribution the element and equivalent stresses are determined
Contrib:KeesWouters/stress_2D3D - Mesh refinement - Homard
Mesh refinement by using the macro MACR_ADAP_MAIL.
Contrib:KeesWouters/Homard
Versions of the software:
- may 2010
- OS Ubuntu 10.04 LTS Lucid Lynx 64bit - upgrade from Karmic 9.10
- Salome, ASTK and Code Aster run without adaptations.
- december 2009
- Salome5.1.3
- november 2009
- OS Ubuntu 9.10 Karmic Koala (64 bit)
- ASTK 1.8.0
- Code Aster 10.x.x
- August 2009
- Salome 5.1.2 (64 bit)
- april 2009:
- Salome 4.1.4 (32 bit)
- Code Aster 9.4 (32 bit)
- ASTK 1.7.1
- OS Ubuntu 9.04 Jaunty (64 bit)
- Solving installation problems
Contrib:KeesWouters/installproblems
