Users:Structural Optimization/Design Variables/Nodal Thickness

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!Description
 
!Description
 
|-
 
|-
!MATERIAL
+
!TYPE
|EL-MAT ''int''
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|NODE ''ID'', ND-SET ''ID''
|Linking to a material input block
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|Linking to previously defined nodes or node sets
 
|-
 
|-
!INT_TYPE_HEXA
+
!SUBTYPE
|FULL, REDUCED
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|THICKNESS
|Control of integration type <br>
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|To obtain the desired design variable
20-noded elements are able to perform a uniform reduced integration (2x2x2 instead of 3x3x3) without hourglassing stabilisation
+
 
|-
 
|-
 
|colspan="3" style="background:#efefef;"| Optional Parameters
 
|colspan="3" style="background:#efefef;"| Optional Parameters
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!Description
 
!Description
 
|-
 
|-
!EAS
+
!BOUND
|''int''
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|OPT-BOUND ''ID''
|Flag Enhances Assumed Strains (EAS) method <br>
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|Linking to a bound defined in BOUND block.
Possible values are:  
+
Remark: only SCALAR_BOUND is valid.
* 0*  = EAS off
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* 9  = full and locking free linear strains can be described (recommended for one axial bending)
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* 15 = ellimination of parasitic bi-linear strains
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* 24 = full and locking free bi-linear strains can be described (recommended for two axial bending)
+
* 30 = full tri-linear strains can be described
+
 
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|}
 
  
 
=== Example of a Complete Input Block ===
 
=== Example of a Complete Input Block ===

Revision as of 14:02, 19 October 2010


Contents

General Description

Short Info

With this design variable, the nodal thickness can be optimized. This is especially usefull in combination with SHELL elements, which are able to take variable thicknesses into account.

The thickness at each node can be initialized by . Alternatively, the initial thickness is computed as the mean thickness of the surrounding elements.

Parameters in the Input File

Compulsory Parameters
Parameter Values, Default(*) Description
TYPE NODE ID, ND-SET ID Linking to previously defined nodes or node sets
SUBTYPE THICKNESS To obtain the desired design variable
Optional Parameters
Parameter Values, Default(*) Description
BOUND OPT-BOUND ID Linking to a bound defined in BOUND block.

Remark: only SCALAR_BOUND is valid.

Example of a Complete Input Block

This design variable can be defined for one node of for a nodal set. Since the thickness has generally an obvious limit, it is good practice to add a bound. Since this is a scalar design variable, only SCALAR_BOUND is appropriate.

OPT-VAR 1
 TYPE=NODE 100 SUBTYPE=THICKNESS BOUND=OPT-BOUND 1
 TYPE=ND-SET 2 SUBTYPE=THICKNESS BOUND=OPT-BOUND 1

A complete test example

Model description

blabla mit bildern


Input File

bla


Documented Results

bla


Theory and Details

bla


References





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