Difference between revisions of "Contrib:KeesWouters"
From CAELinuxWiki
Keeswouters (Talk | contribs) m |
Keeswouters (Talk | contribs) m |
||
| Line 1: | Line 1: | ||
'''A few simple examples on using Salome - Code Aster platform''' | '''A few simple examples on using Salome - Code Aster platform''' | ||
| + | # '''Partitioning'''<br/>With Salome it took me quite some time to find out how to define different volumes in one construction.<br/> In this example four different volumes by partitioning a construction are defined.<br/>[[Contrib:KeesWouters/partition]]<br/><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/>[[Contrib:KeesWouters/platedynamics]]<br/><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/>[[Contrib:KeesWouters/platedynamics]]<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/> | ||
| − | |||
# '''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/> | # '''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 with solid elements<br/>[[Contrib:KeesWouters/plasticity]]<br/><br/> | # '''Plastic behaviour of a V shape construction'''<br/>The material non linear behaviour of a v shape construction with solid elements<br/>[[Contrib:KeesWouters/plasticity]]<br/><br/> | ||
Revision as of 14:36, 3 October 2009
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.
In this example four different volumes by partitioning a construction are defined.
Contrib:KeesWouters/partition - 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 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
Contrib:KeesWouters/plasticity - Buckling behaviour of a beam
The geometrical non linear behaviour of a beam using solid elements
Contrib:KeesWouters/beambuckling - Modal analysis of a cylinder under prestress
The modal analysis of a construction under prestress. Also the buckling behaviour is the cylinder is given using shell coque_3d elements
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
Contrib:KeesWouters/dynamicload
Versions of the software:
- 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)
