Difference between revisions of "Contrib:KeesWouters/shell/plotcoq3d"
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* E = 32e9 Pa <br> | * E = 32e9 Pa <br> | ||
* Nu = 0.2 <br> | * Nu = 0.2 <br> | ||
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Revision as of 09:47, 27 April 2013
Post processing of COQUE-3D calcalation
[under construction]
In this contribution the main (and only) focus is on the postprocessing of the displacements and stresses of shell COQUE-3D elements. The centre nodes of tria7 and quad9 elements used for the discription of the displacements field of COQUE_3D poses some nasty problems in the postprocessing with Salome. To overcome this problem the results are projected on the original quadratic mesh without the centre node.
- preproccesing:
- definition of geometry in Salome
- partitioning of the geometry and groups
- meshing of the geometry
- definition of the groups
- (maybe: python script which makes editing much easier ...)
- static analysis with pressure or force applied on a group or nodes
- postprocessing:
- viewing displacement in Salome
- determination of stresses, see also tables
- interface ASTK
Definition of the geometry
planar shell
Geometry:
- L = 11.38 m
- Thickness = 0.55 m
Loads:
[type] [group] [value]
- Presure1 (Fbot) = 29.5e3 Pa
- Presure2 (Fmain)= 25.8e3 Pa
- Presure3 (Ftop) = 24.3e3 Pa
- Presure4 (Fcentre1,Fcentre2)= 182.6e3 Pa
Boundary conditions:
- Lbot (DX=0.0, DY=0.0, DZ=0.0)
- Ltop (DZ=0.0)
Material:
Concrete
- E = 32e9 Pa
- Nu = 0.2