Offshore-combin39 vs Splinter
Transcript of Offshore-combin39 vs Splinter
© 2012 ANSYS, Inc. February 26, 2013 1
Using COMBIN39 for modeling piles
José Ramón Rodríguez
ANSYS Iberia
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- There are a number of methods that can be used to analyze piled foundations in ANSYS Mechanical:
• SPLINTER (a standalone nonlinear solver that was originally developed as part of the ASAS suite)
• Matrix definition
• Spring definition (COMBIN39)
• Direct Definition of P-Y and T-Z curves
The Spring Definition method will be described in this lecture
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COMBIN39
COMBIN39 is a unidirectional element with nonlinear generalized force-deflection capability that can be used in any analysis.
To use COMBIN39 with a Mechanical model, the process required on a jacket model is:
• Create soil properties file
• Change element formulation
• Define named selections for each Pile cap node named Pile1, Pile2 etc.
• Insert a command object to define the piles
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COMBIN39 Notes
Important if running for the first time!
Copy P14.MAC and P12.MAC to either
C:\Program Files\ANSYS Inc\v140\ansys\apdl
or
C:\Program Files\ANSYS Inc\v145\ansys\apdl
dependant on whether you are using ANSYS v14 or v14.5
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Soil Properties file creation • Create a file with the soil properties (P-Y and T-Z curves) similar to the
soil_properties.txt file attached
Note there are a number of assumptions made in these macros, primarily that the soil_properties.txt format file should have only 11 or 15 pairs of spring data, and that only the positive data is used. There should always be P-Y, T-Z and ENDB (endbearing) data available.
Example of definition of this file:
Pile diameter Path Start Path end
Soil Properties
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• Expand Part [+] under Geometry branch. You will see all line bodies created.
• Ctrl-select all line bodies and from the Details View of “Multiple Selection” window change the Model Type to Pipe
• This action changes the element type from BEAM188/9 to PIPE288/9
Change the element formulation
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• Click on Model(B4) and from the Menu Toolbar click on Named Selection icon
• A new Branch appears in the Outline Tree. Click on the highlighted cell in the Details of “Selection” window and then click on the vertex selection tool
• Create as many named selections as piles there are, one for each vertex (pile cap), and rename them to PILE1, PILE2, PILE3,…
Create named selections
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Insert Pile Definition snippet
• Import Pile_definition.txt
Soil properties file location (change the path if needed)
Macro invoked for generating the spring elements. Sintax: • Pile Diameter (1.2 m) • Pile Thickness (0.03 m) • Pile Lenght (25 m) • Number of elements in pile (25) • Depth multiplier (1)
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Case studies. Model 1
Elapsed Time: 204 s
Files size: 746 MB
Elapsed Time: 170 s
Files size: 340 MB
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Case studies. Model 1
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Case studies. Model 2
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Case studies. Model 2