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Usually, you can use the standard Option processes and Answer parameter configurations Whenever your ANSYS FLUENT model includes porous media. It's possible you'll come across, having said that, that the rate of convergence slows once you determine a porous region through which the stress fall is fairly substantial within the flow route (e.g., the permeability, , is reduced or the inertial variable, , is massive). This sluggish convergence can happen because the porous media force fall seems to be a momentum supply term--yielding a lack of diagonal dominance--during the matrix of equations solved.
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In this particular strategy, assuming a standard scalar during the section, , the governing equation within an isotropic porous medium takes on the next type:
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You'll be able to then apply precisely the same BCs in the 2nd structural Evaluation, but make the power be the buckling load of F*Load Factor (l), where File is your load used within the buckling Evaluation.