19. Q modeling#
19.1. Characteristics of modeling#
This modeling is used to verify the construction of a reduced base on a field of type SIEF_ELGA.
19.2. Characteristics of the mesh#
The mesh contains 27 elements of type HEXA8.
19.3. Tested sizes and results#
Stress values are tested in non-regression at a few points of the complete problem. On Always test an element in RID and an element outside of it (which will be useful next for R modeling).
Identification |
Reference type |
Knit \({CellInRID}\) - SIEF_ELGA/SIXX —Point 1 |
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Knit \({CellInRID}\) - SIEF_ELGA/SIYY —Point 1 |
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Knit \({CellInRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIXX —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIYY —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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These values are used as a reference to check the base produced on SIEF_ELGA that is being rebuilt by modal combination (command CREA_CHAMP/ASSE).
From a base built with OPERATION =” POD “and TOLE_SVD = \({1,0}\times {10}^{-3}\) in DEFI_BASE_REDUITE:
Identification |
Reference Type |
Tolerance |
Knit \({CellInRID}\) - SIEF_ELGA/SIXX —Point 1 |
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Knit \({CellInRID}\) - SIEF_ELGA/SIYY —Point 1 |
|
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Knit \({CellInRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIXX —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIYY —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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From a base built with OPERATION =” POD_INCR “and TOLE_SVD = \({1,0}\times {10}^{-3}\) and TOLE_INCR = \({1,0}\times {10}^{-3}\) in DEFI_BASE_REDUITE:
Identification |
Reference Type |
Tolerance |
Knit \({CellInRID}\) - SIEF_ELGA/SIXX —Point 1 |
|
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Knit \({CellInRID}\) - SIEF_ELGA/SIYY —Point 1 |
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Knit \({CellInRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIXX —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIYY —Point 1 |
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Knit \({CellOutRID}\) - SIEF_ELGA/SIZZ —Point 1 |
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