Difference between revisions of "Contrib:KeesWouters"
From CAELinuxWiki
Keeswouters (Talk | contribs) |
Keeswouters (Talk | contribs) |
||
| Line 3: | Line 3: | ||
# '''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 to how to determine the stresses at the centre and outside layers is given.<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 to how to determine the stresses at the centre and outside layers is given.<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/> | ||
# '''Partitioning'''<br/>With Salome it took me quite some time to find out how to define different volumes in one construction. In this example four different volumes by partitioning a construction are defined.<br/>[[Contrib:KeesWouters/partition]]<br/><br/> | # '''Partitioning'''<br/>With Salome it took me quite some time to find out how to define different volumes in one construction. In this example four different volumes by partitioning a construction are defined.<br/>[[Contrib:KeesWouters/partition]]<br/><br/> | ||
| − | # '''Applying forces on line segments'''<br/>Using a simple spring construction, forces are applied on a line segment<br/>[[Contrib:KeesWouters/spring]]<br/><br/> | + | # '''Applying forces on line segments'''<br/>Using a simple spring construction, forces are applied on nodes, a line segment and surface<br/>[[Contrib:KeesWouters/spring]]<br/><br/> |
# '''Plastic behaviour of a V shape construction'''<br/>The material non linear behaviour of a v shape construction<br/>[[Contrib:KeesWouters/plasticity]]<br/><br/> | # '''Plastic behaviour of a V shape construction'''<br/>The material non linear behaviour of a v shape construction<br/>[[Contrib:KeesWouters/plasticity]]<br/><br/> | ||
Revision as of 13:57, 12 August 2009
A few simple examples on using Salome - Code Aster platform
- 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 - 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 to how to determine the stresses at the centre and outside layers is given.
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 - Partitioning
With Salome it took me quite some time to find out how to define different volumes in one construction. In this example four different volumes by partitioning a construction are defined.
Contrib:KeesWouters/partition - 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
Contrib:KeesWouters/plasticity
Versions of the software in use:
- 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)
- August 2009
- Salome 5.1.2 (64 bit)
