Difference between revisions of "Contrib:KeesWouters/shell"

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=='''Shell analysis'''==
 
=='''Shell analysis'''==
 
# '''Dynamic shell analysis'''<br/>
 
# '''Dynamic shell analysis'''<br/>
#[[Contrib:KeesWouters/shell/platedynamics]]<br/>
+
#*[[Contrib:KeesWouters/shell/platedynamics]]<br/>
 
#* Use of shell coque_3d elements<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/>
 
#* This contribution is an simple example of a dynamic plate modelled by shell -coqued_3d- elements<br/>

Revision as of 22:06, 29 April 2013

Shell analysis

  1. Dynamic shell analysis
    • Contrib:KeesWouters/shell/platedynamics
    • Use of shell coque_3d elements
    • This contribution is an simple example of a dynamic plate modelled by shell -coqued_3d- elements
      • key words:
        • use of Salome: definition of geometry, mesh - export of mesh
        • use of ASTK
        • conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)
        • projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements
        • definition of:
          • shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep
          • mass, stiffnes matrix and range of dof, NUME_DDL
          • definition of eigenvalue extraction -
        • print mass table
  2. Static analysis of shell construction
    * Contribution in collaboration with Brigde.
    Concrete shell with several partitions loaded by pressure.
    Extraction of displacement and stresses.
    Contrib:KeesWouters/shell/static
  3. Static shell analysis - generation of tables
    * Contribution in collaboration with Brigde.
    Concrete shell with several partitions loaded by pressure.
    Focus on extraction of minimum and maximum displacements, forces and moments and stresses.
    Contrib:KeesWouters/shell/tables
  4. Plot results of shell COQUE_3D calculations
    * The centre node of COQUE-3D elements is a headache in postpro.
    Projecting the results to a mesh without centre nodes.
    Presented on a plate with four holes.
    Focus on displacements and stresses.
    Contrib:KeesWouters/shell/plotcoq3d
  5. Static analysis of shell construction
    Contrib:KeesWouters/shell/static/command