Difference between revisions of "Contrib:KeesWouters/shell"

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* [[Contrib:KeesWouters]]<br/><br/><br/>
 
=='''Shell analysis'''==
 
=='''Shell analysis'''==
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# '''Dynamic shell analysis'''<br/>
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# '''Static analysis of shell construction'''<br/>* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Extraction of displacement and stresses.<br/>[[Contrib:KeesWouters/shell/static]]
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#*[[Contrib:KeesWouters/shell/platedynamics]]<br/>
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# '''Static shell analysis - generation of tables'''<br/>* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Focus on extraction of minimum and maximum displacements, forces and moments and stresses.<br/>[[Contrib:KeesWouters/shell/tables]]
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#* Use of shell coque_3d elements<br/>This contribution is an dynamic analysis of a plate modelled by shell -coqued_3d- elements<br/>key words:<br/>
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# '''Static analysis of shell construction'''<br/>[[Contrib:KeesWouters/shell/static/command]]''<br/><br/>
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#** use of Salome: definition of geometry, mesh - export of mesh<br/>
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# '''My description of ASTK'''<br/>[[Contrib:KeesWouters/shell/static/astk]]<br/>The screenshots used here are taken from the contribution above.
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#** use of ASTK<br/>
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#** conversion of tria6, quad8 to tria7 and quad9 (note the difference between CAster vs9 and vs10)<br/>
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#** projection of results of quad9 and tria7 to quad8 and tria6 for coque_3d elements<br/>
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#** definition of:<br/>
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#*** shell characteristics: epais - thickness, excentrement - eccentricity, local coordinate system: vecteur, angl_rep<br/>
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#*** mass, stiffnes matrix and range of dof, NUME_DDL<br/>
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#*** definition of eigenvalue extraction - <br/>
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#** print mass table<br/>
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# '''Static analysis of shell construction'''<br/>
 +
#* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Extraction of displacement and stresses.<br/>[[Contrib:KeesWouters/shell/static]]
 +
# '''Static shell analysis - generation of tables'''<br/>
 +
#* Contribution in collaboration with Brigde.<br/>Concrete shell with several partitions loaded by pressure.<br/>Focus on extraction of minimum and maximum displacements, forces and moments and stresses.<br/>[[Contrib:KeesWouters/shell/tables]]
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# '''Plot results of shell COQUE_3D calculations'''<br/>
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#* The centre node of COQUE-3D elements is a headache in postpro.<br/> Projecting the results to a mesh without centre nodes.<br/> Presented on a plate with four holes.<br/> Focus on displacements and stresses.<br/>[[Contrib:KeesWouters/shell/plotcoq3d]] (April 2013)
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# '''Plot results of shell COQUE_3D calculations'''<br/>
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#* Roughly the same as previous contribution - using ParaVis.<br/>[[Contrib:KeesWouters/shell/plotcoq3dparavis]] (August 2013)
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# '''Static analysis of shell construction'''<br/>
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#* [[Contrib:KeesWouters/shell/static/command]]''<br/><br/>
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# '''Connection between shells and solids - Liaisonmail'''<br/>
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#* [[Contrib:KeesWouters/shell/liaisonmail]]''<br/><br/>
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# '''Connection between shells and solids - Arlequin'''<br/>
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#* This method is obsolete and has been replaced by a method given in<br/> o (7) [[Contrib:KeesWouters/shell/liaisonmail]] <-- [[Contrib:KeesWouters/shell/arlequin]]''<br/><br/>
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# '''Partitioning of shell for areas'''<br/>
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#* [[Contrib:KeesWouters/shell/shellpartition]]<br/><br/>

Latest revision as of 18:36, 23 September 2013

Shell analysis

  1. Dynamic shell analysis
    • Contrib:KeesWouters/shell/platedynamics
    • Use of shell coque_3d elements
      This contribution is an dynamic analysis of a 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 (April 2013)
  5. Plot results of shell COQUE_3D calculations
  6. Static analysis of shell construction
  7. Connection between shells and solids - Liaisonmail
  8. Connection between shells and solids - Arlequin
  9. Partitioning of shell for areas
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