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
Messages
4
Reaction score
0
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.
 
Engineering news on Phys.org
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
 
Posted June 2024 - 15 years after starting this class. I have learned a whole lot. To get to the short course on making your stock car, late model, hobby stock E-mod handle, look at the index below. Read all posts on Roll Center, Jacking effect and Why does car drive straight to the wall when I gas it? Also read You really have two race cars. This will cover 90% of problems you have. Simply put, the car pushes going in and is loose coming out. You do not have enuff downforce on the right...
Thread 'Physics of Stretch: What pressure does a band apply on a cylinder?'
Scenario 1 (figure 1) A continuous loop of elastic material is stretched around two metal bars. The top bar is attached to a load cell that reads force. The lower bar can be moved downwards to stretch the elastic material. The lower bar is moved downwards until the two bars are 1190mm apart, stretching the elastic material. The bars are 5mm thick, so the total internal loop length is 1200mm (1190mm + 5mm + 5mm). At this level of stretch, the load cell reads 45N tensile force. Key numbers...
I'm trying to decide what size and type of galvanized steel I need for 2 cantilever extensions. The cantilever is 5 ft. The space between the two cantilever arms is a 17 ft Gap the center 7 ft of the 17 ft Gap we'll need to Bear approximately 17,000 lb spread evenly from the front of the cantilever to the back of the cantilever over 5 ft. I will put support beams across these cantilever arms to support the load evenly

Similar threads

Back
Top