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vk.com/club152685050Modeling One-Way Fluid|-vkStructure.com/id446425943Interaction (FSI) Within Fluent

Setup Boundary Conditions fsisurface-solid Edit...

Note that the Adjacent Cell Zone for this wall is solid, which is the solid zone. The side of the wall / wall-shadow pair that is immediately adjacent to the solid does require structural settings (that is, displacement boundary conditions).

i.Click the Structure tab.

ii.Select Intrinsic FSI from the X-, Y-, and Z-Displacement Boundary Condition drop-down lists.

This specifies that the displacement results from pressure loads exerted by the fluid flow on the faces. This setting is only available for two-sided walls.

iii.Click OK to close the Wall dialog box.

22.4.6. Solution

1.Enable the inclusion of operating pressure into the fluid-structure interaction force by entering the following text command:

> define/models/structure/expert/include-pop-in-fsi-force?

Include operating p into fsi force [no] yes

2.Review the convergence criteria for the displacement residual equations.

Solution Monitors Residual Edit...

 

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Setup and Solution

a.Retain the default settings for the x-, y-, and z-displacement equations.

b.Click OK to close the Residual Monitors dialog box.

3.Disable the flow and turbulence equations, since in a one-way FSI simulation they will not change from their converged state.

Solution Controls Equations...

a. Deselect Flow and Turbulence from the Equations selection list.

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b.Retain the selection of Structure.

c.Click OK to close the Equations dialog box.

4.Save the case file (probe_fsi_1way.cas.h5).

File Write Case...

In order to ensure quality for structural model files, only the Hierarchical Data Format (HDF) is supported.

5.Start the calculation by requesting 2 iterations in the Solution ribbon tab (Run Calculation group box)..

Solution Run Calculation

a.Enter 2 for No. of Iterations.

Since only structural calculations will be performed, you do not need a large number of iterations to reach convergence.

b.Click Calculate.

6.After the solution has been calculated, save the case and data files (probe_fsi_1way.cas.h5 and probe_fsi_1way.dat.h5).

File Write Case & Data...

22.4.7. Postprocessing

1.Create a field function that can calculate the total displacement of the structure using the displacement components along each axis.

This function will be based on the Pythagorean theorem for three dimensions.

Parameters & Customization Custom Field Functions New...

 

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Setup and Solution

a.Click the SQRT button on the calculator pad to add sqrt to the Definition field.

b.Click the ( button.

c.Select Structure... and X Displacement from the Field Functions drop-down lists and click the Select button.

d.Click the X button.

e. Continue in this manner to complete the Definition shown in the previous figure: sqrt (x-dis- placement * x-displacement + y-displacement * y-displacement + z-dis- placement * z-displacement).

Tip

If you make a mistake, click the DEL button on the calculator pad to delete the last item you added to the function definition.

f.Enter total-displacement for the New Function Name.

g.Click Define and close the Custom Field Function Calculator dialog box.

The total-displacement item appears under the Parameters & Customization / Custom Field Functions branch in the Outline View.

2.Display the total displacement of the probe (Figure 22.3: Contours of Total Displacement (p. 763)).

Results Graphics Contours Edit...

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a.Disable the Draw Mesh option.

b.Select Custom Field Functions... and total-displacement from the Contours of drop-down lists.

c.Deselect all surfaces in the Surfaces selection list by clicking , and then select solid.

d.Click Display and rotate and magnify the view as shown in Figure 22.3: Contours of Total Displacement (p. 763).

 

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