Hi All,
I’m stepping in this simulations of wind, in particular for wind on structures. I have particular intrest in drag forces on welded boxed girder constructions composed with steel sheets.
Aim of the simulation: Compare the simulation results against existing methods of wind load calculation used in different available standards. The aim is to get have complete & correct calculated drag force.
So far I have managed to create succesful simulation but I need expert review on the aerodynamical side and the results. My simulation you can find:
INPUT & to know:
- CFD
- incompressable fluid: air / air temp 10°C / density 1,246 kg/m3
- windspeed 22ms
- wind laminair air flow / direction cross or perpendicular to the length of the object (Xplane)
- sim done with half girder (10m) / symmetry line
- meshing refined around the girder using cartesian box and 50mm size
first question:
What wall model should be used slip or no slip, the information I have found is for me unclear:
- In the tutorial I found no slip
Wall | Boundary Conditions | SimScale
In some other references in this forum I have found not to use the slip configuration?
Results for forces and pressure in symmetry case - #2 by Get_Barried
In my actual sim the viscous forces are way low compared to the pressure forces but I still believe this ratio is depending to the type of construction.
Second question:
The part is welded steel construction parts painted. Why is there no surface definition to set up about the finishing quality / roughness?? I have chosen wall setup as
Third quaestion:
Is the simulation set up correct? tunnel size, object positioning, meshing, size of the tunnel, boundaries…and the outputs correct?
Fourth question:
IN case I have to run the simulation for air speeds up to 142ms. In my opinion close to 0,3 Mach, so what to take compressible… turbulent
Thanks for the support.
Danny F