Difference between revisions of "Contrib:KeesWouters/shell/plotcoq3d"

Revision as of 09:46, 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