Difference between revisions of "Contrib:KeesWouters"
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| − | This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements [[Contrib:KeesWouters/platedynamics]]. | + | # This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements [[Contrib:KeesWouters/platedynamics]]. |
| − | This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement [[Contrib:KeesWouters/staticshell]]. A small detour to the stresses at in centre and outside layers is given. | + | # This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement [[Contrib:KeesWouters/staticshell]]. A small detour to the stresses at in centre and outside layers is given. |
| − | With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given: [[Contrib:KeesWouters/partition]] | + | # With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given: [[Contrib:KeesWouters/partition]] |
Revision as of 11:58, 27 May 2009
- This contribution is an simple example of a dynamic plate modelled by shell (coqued_3d) elements Contrib:KeesWouters/platedynamics.
- This contributions is mainly a comparison between solids and shells (coque_3d) elements on convergence of displacement Contrib:KeesWouters/staticshell. A small detour to the stresses at in centre and outside layers is given.
- With Salome it took me some time to find out how to define different volumes in one construction. Here an example with four different volumes by partitioning a construction is given: Contrib:KeesWouters/partition
