2. From the Project page, ensure that Named Selections will be transferred between applications: â. Tools > Options > Geometry Import. â. Check box for Named ...
Workshop 1 Structural 1-way FSI
Solving FSI Applications using Workbench, ANSYS Mechanical and CFX ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-1
July 2009 Inventory #002678
Structural 1-way FSI
Problem Description
Training Manual
• Consider a Probe which protrudes into a flow field and subjected to a high flow velocity
• We would like to know how a 100 m/s velocity through the flow passage will affect the probe structurally: – Find equivalent stresses, calculate deformations
• This type of analysis is available under Custom Systems in the Workbench Toolbox • In this case the fluid flow solution has already been completed ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-2
July 2009 Inventory #002678
Structural 1-way FSI
Open the Project
Training Manual
1. Open Probe.wbpj in Workbench
2. From the Project page, ensure that Named Selections will be transferred between applications: – –
Tools > Options > Geometry Import Check box for Named Selections and remove NS for Filtering Prefix
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-3
July 2009 Inventory #002678
Structural 1-way FSI
Project Schematic
Training Manual
3. Drag Static Structural (ANSYS) from the Analysis Systems toolbox and drop it onto the Solution cell of the Fluid Flow system (cell A5)
Links are created to share the geometry and to transfer the Fluid Flow Solution to the Static Structural Setup. The solution data will be used as a pressure load in the Static Structural system.
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-4
July 2009 Inventory #002678
Structural 1-way FSI
Static Structural Model
Training Manual
4. Double-click on Model under Static Structural (ANSYS) •
Mechanical will open
5. Expand the Geometry item in the Outline tree and suppress the fluid geometry by rightclicking on Flow and selecting Suppress Body •
Note presence of Imported Load (Solution) in the model tree-view
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-5
July 2009 Inventory #002678
Structural 1-way FSI
Structural Mesh
Training Manual
6. Select Mesh in the Outline tree 7. In the details view expand Sizing and set Relevance Center to Fine 8. Right-click on Mesh and select Generate Mesh
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-6
July 2009 Inventory #002678
Structural 1-way FSI
Frictionless Support
Training Manual
9. Insert a Frictionless Support on the symmetry plane faces
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-7
July 2009 Inventory #002678
Structural 1-way FSI
Fixed Support
Training Manual
10. Apply a Fixed Support on the top face of the probe
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-8
July 2009 Inventory #002678
Structural 1-way FSI
Load from CFX
Training Manual
10. Expand the Imported Load (Solution) item and select Imported Pressure –
Note that both the static pressure of the flow field and the shear stress at the walls will be included
11. Click once in the Geometry field, select all 7 external surfaces then click Apply in the Geometry field 12. Select Probe from the CFD Surface list –
–
This is the wall boundary condition applied to the probe surfaces in CFX Group boundaries in CFX with FSI in mind
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-9
July 2009 Inventory #002678
Structural 1-way FSI
Solve
Training Manual
13. Right-click on Imported Pressure and select Import Load
14. Right-click on Static Structural in the Outline tree and select Solve
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-10
July 2009 Inventory #002678
Structural 1-way FSI
Results 15. 16. 17. 18.
Training Manual
Right-click on Solution and select Insert > Stress > Equivalent Right-click on Solution and select Insert > Deformation > Total Right-click on Solution and select Evaluate All Results Examine the stress and deformation results –
The small deformations confirm that 1-way FSI is suitable
19. Close Mechanical, save the Project then close Workbench
ANSYS, Inc. Proprietary © 2009 ANSYS, Inc. All rights reserved.
WS1-11
July 2009 Inventory #002678