Difference between revisions of "Contrib:KeesWouters"
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# '''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/> | ||
# '''Buckling behaviour of a beam'''<br/>The geometrical non linear behaviour of a ''beam'' using solid elements<br/>[[Contrib:KeesWouters/beambuckling]]<br/><br/><br/> | # '''Buckling behaviour of a beam'''<br/>The geometrical non linear behaviour of a ''beam'' using solid elements<br/>[[Contrib:KeesWouters/beambuckling]]<br/><br/><br/> | ||
| − | # '''Shell analysis'''<br/> | + | # '''Shell analysis'''<br/>Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Extraction of displacement and stresses.<br/>Extraction of minimum and maximum displacements and stresses.<br/>[[Contrib:KeesWouters/shell]]<br/><br/><br/> |
| − | Contribution in collaboration with Brigde.<br/> | + | |
| − | Concrete shell with several partitions loaded by pressure.<br/> | + | |
| − | Extraction of displacement and stresses.<br/> | + | |
| − | Extraction of minimum and maximum displacements and stresses.<br/>[[Contrib:KeesWouters/shell]]<br/><br/><br/> | + | |
# '''Modal analysis of an axial loaded cylinder'''<br/>The modal analysis of a construction under prestress. Also the buckling behaviour is the cylinder is given using shell ''coque_3d'' elements - frequency domain<br/>[[Contrib:KeesWouters/prestressmodal]]<br/> | # '''Modal analysis of an axial loaded cylinder'''<br/>The modal analysis of a construction under prestress. Also the buckling behaviour is the cylinder is given using shell ''coque_3d'' elements - frequency domain<br/>[[Contrib:KeesWouters/prestressmodal]]<br/> | ||
# '''Dynamic analysis of an axial loaded cylinder'''<br/>The dynamic analysis of a cylinder loaded by an axial force with coque_3d elements. Geometry based on the cylinder under prestress - time domain<br/>[[Contrib:KeesWouters/dynamicload]]<br/><br/> | # '''Dynamic analysis of an axial loaded cylinder'''<br/>The dynamic analysis of a cylinder loaded by an axial force with coque_3d elements. Geometry based on the cylinder under prestress - time domain<br/>[[Contrib:KeesWouters/dynamicload]]<br/><br/> | ||
Revision as of 00:10, 12 March 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.
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 - 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 and stresses.
Contrib:KeesWouters/shell - Modal analysis of an axial loaded cylinder
The modal analysis of a construction under prestress. Also the buckling behaviour is 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:
- december 2009
- Salome5.1.3
- november 2009
- OS Ubuntu 9.10 Karmic Koala (64 bit)
- 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
