STRUCTURE-FLUID interaction (and not the contrary) with Comsol

AI Thread Summary
The discussion revolves around modeling fluid-structure interaction (FSI) in COMSOL, specifically with an elastic diaphragm moving water in a piping system. The user initially encountered issues where the fluid did not respond to the diaphragm's movement unless solid displacements were directly applied, raising concerns about dimensional accuracy. They later realized that setting a pressure-type boundary condition activated fluid motion, but faced challenges with turbulence and convergence at higher forces. Another user is trying to simulate fluid movement in a gearbox with spur gears, finding success with chemical engineering modules but struggling with FSI. The conversation highlights the complexities of simulating fluid dynamics influenced by solid structures in COMSOL.
sunset451
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Hi,
I've got a strange doubt.I model an elastic diaghfram that move water in piping system (a simple pump) so I've got used the 3D FSI multiphicis. Note that in Comsol's examples is the fluid that move the solid structure: i use the same procedure but for the opposite case.
I create a simple geometry with a thin elastic rectangular solid (the diaghpram) directly attached on a cube(the fluid subdomain). I set on solid fixed constrains on four laterals buondaries and a surface load on upper wall.

So I've found an absurd: if i leave the default setting on the boundary condition on the fluid-structure wall (that corrisponding at the "structural velocity" time derivates of solid displacements (ut,vt,wt) ) the fluid doesn't see the perturbation.
BUT if in the same field i set DIRECTLY the SOLID DISPLACEMENTS (u,v,w) the model works perfectly and it rapidly converge. BUT Dimensionally is an absurd, why it works? Please help me to understand.
 
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sunset451 said:
Hi,
I've got a strange doubt.I model an elastic diaghfram that move water in piping system (a simple pump) so I've got used the 3D FSI multiphicis. Note that in Comsol's examples is the fluid that move the solid structure: i use the same procedure but for the opposite case.
I create a simple geometry with a thin elastic rectangular solid (the diaghpram) directly attached on a cube(the fluid subdomain). I set on solid fixed constrains on four laterals buondaries and a surface load on upper wall.

So I've found an absurd: if i leave the default setting on the boundary condition on the fluid-structure wall (that corrisponding at the "structural velocity" time derivates of solid displacements (ut,vt,wt) ) the fluid doesn't see the perturbation.
BUT if in the same field i set DIRECTLY the SOLID DISPLACEMENTS (u,v,w) the model works perfectly and it rapidly converge. BUT Dimensionally is an absurd, why it works? Please help me to understand.

I was in error... for activate the fluid motion i set to the interface a pressure type boundary condition with (Tax_smsld,Tay_smsld,Taz_smsld)...so now the problem is that the fluid is strongly turbulent and the solution converge only for too small force applied to the diagphram... i need to understand the "artificial diffusion" options.please help me.
 
Hello my friend,

In my case I´m trying to simulate the flow paths of a gearbox with a pair of spur gears... Right now I´ve been trying to follow two directions... rotating machinery module on chemical engineering and fluid-structure interaction on Structural mechanics... works fine for chemical module but it will be difficult to simulate a gear pair with that approach... and on the last one I haven´t been able to simulate fluid movement due to the gears... Can you explain me if you could fix and get fluid movement due to a solid body?

Thanks in advance !
Jesus
 
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