jlrp
Marine/Ocean
- Dec 17, 2014
- 16
Hello team Femap
I am working on a hydrofoil, I have the outputs from the hydrodynamic study that give me a distribution of load as N/mm along the span of the foil.
Therefore I am trying to apply this force/length along a curve on the surface of the foil.
First I created a function crudely representing this spanwise distribution:
in X I have the length along the curve in mm
in Y I have the load / length, in N/mm
in "type" I have tried both non-dimensional, and vs. curve length
Then I created a load along curve. I tried two options, FORCE and FORCE PER LENGTH as both offer the possibility to chose "variable"
here is the screenshot for FORCE, the results for FORCE PER LENGTH are identical
magnitude 1 because I expect this to be multiplied by the function
In both cases I chose METHOD, VARIABLE, click on ADVANCED
MULTIPLY BY: FUNCTION
I select my function
End result looks like this for both load types:
so I have a distributed load of 1N/mm along the whole length of the curve, the function is not taken into account, and the deformation results concur.
What am I doing wrong ?
Thanks in advance
Jeremy
I am working on a hydrofoil, I have the outputs from the hydrodynamic study that give me a distribution of load as N/mm along the span of the foil.
Therefore I am trying to apply this force/length along a curve on the surface of the foil.
First I created a function crudely representing this spanwise distribution:
in X I have the length along the curve in mm
in Y I have the load / length, in N/mm
in "type" I have tried both non-dimensional, and vs. curve length
Then I created a load along curve. I tried two options, FORCE and FORCE PER LENGTH as both offer the possibility to chose "variable"
here is the screenshot for FORCE, the results for FORCE PER LENGTH are identical
magnitude 1 because I expect this to be multiplied by the function
In both cases I chose METHOD, VARIABLE, click on ADVANCED
MULTIPLY BY: FUNCTION
I select my function
End result looks like this for both load types:
so I have a distributed load of 1N/mm along the whole length of the curve, the function is not taken into account, and the deformation results concur.
What am I doing wrong ?
Thanks in advance
Jeremy