Users:Structural Optimization/Design Variables/Node Loads

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[[Category: Users:Structural Optimization]]
 
[[Category: Users:Structural Optimization]]
  
info will be added soon!
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== General Description ==
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=== Short Info ===
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With this design variable, the nodal load can be optimized.
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=== Parameters in the Input File ===
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{| border="1" cellpadding="3" cellspacing="0"
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|colspan="3" style="background:#efefef;"| Compulsory Parameters
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|-
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!Parameter
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!Values, Default(*)
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!Description
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|-
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!TYPE
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|LD-NODE ''ID''
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|Linking to previously defined node load
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|-
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!SPLIT
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|''0'',''1''
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|0: whole LD-NODE block is optimized at once; 1: node load is optimized for each node individually
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|-
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|colspan="3" style="background:#efefef;"| Optional Parameters
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|-
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!Parameter
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!Values, Default(*)
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!Description
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|-
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!BOUND
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|OPT-BOUND ''ID''
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|Linking to a bound defined in BOUND block.
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Remark: for valid bounds refer to the variable bounds section
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|-
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|}
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=== Example of a Complete Input Block ===
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This design variable can be defined for one node of for a nodal set. It is good practice to add a bound to the thickness design variables to avoid unrealistic values. In general, it is obvious to choose an upper and lower limit. Since the thickness is a scalar design variable, only SCALAR_BOUND is appropriate.
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<pre>
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OPT-VAR 1
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TYPE=NODE 100 SUBTYPE=DIR BOUND=OPT-BOUND 1
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TYPE=ND-SET 2 SUBTYPE=XYZ BOUND=OPT-BOUND 1
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TYPE=ND-SET 3 SUBTYPE=VEC D1=0.0 D2=0.0 D3=1.0
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</pre>
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== A complete test example ==
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TODO

Revision as of 11:53, 8 December 2016


Contents

General Description

Short Info

With this design variable, the nodal load can be optimized.

Parameters in the Input File

Compulsory Parameters
Parameter Values, Default(*) Description
TYPE LD-NODE ID Linking to previously defined node load
SPLIT 0,1 0: whole LD-NODE block is optimized at once; 1: node load is optimized for each node individually
Optional Parameters
Parameter Values, Default(*) Description
BOUND OPT-BOUND ID Linking to a bound defined in BOUND block.

Remark: for valid bounds refer to the variable bounds section


Example of a Complete Input Block

This design variable can be defined for one node of for a nodal set. It is good practice to add a bound to the thickness design variables to avoid unrealistic values. In general, it is obvious to choose an upper and lower limit. Since the thickness is a scalar design variable, only SCALAR_BOUND is appropriate.

OPT-VAR 1
 TYPE=NODE 100 SUBTYPE=DIR BOUND=OPT-BOUND 1
 TYPE=ND-SET 2 SUBTYPE=XYZ BOUND=OPT-BOUND 1
 TYPE=ND-SET 3 SUBTYPE=VEC D1=0.0 D2=0.0 D3=1.0

A complete test example

TODO





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