> Dear David,
>
> I studied the step- 44 Tutorial Program and read already a lot about how 
> to apply a Neumann contribution. But I have still two questions:
> In my case, I like to apply a force (not a force per unit reference area) 
> as a Neumann contribution on the RHS. But for the Integral, Ni * traction* 
> JxW    I need the Piola- Kirchhoff traction.
> My idea would be the following: F= PN dA = T dA   <=> F/dA= T
> I would simply divide the force by the area of the cellsurface. 
> So my first question is: Can I do it like this or is there a simpler way 
> of doing it?
>
>
> It depends. The approach you’ve described here (that is, to specify the 
> total force applied to a surface) is the same as is done in this 
> code-gallery example (see line 1690):
>
> https://github.com/dealii/code-gallery/tree/master/Quasi_static_Finite_strain_Compressible_Elasticity
>
> But this only makes sense if you know the area over which the traction is 
> integrated and if the traction force is uniformly distributed. For a 
> geometrically complex shapes, this may no longer be the best solution, and 
> you should probably consider precomputing the total surface area before 
> defining how the traction is distributed. This point relates to your second 
> question...
>
> And the second question is: How can I access this sort of Information? The 
> area might for example be computed using the norm of a cross product. But I 
> am not sure how to get the two vectors for this operation.
>
>
> You can just use numerical integration for this (which can also take 
> account of the mapping used on curved boundaries). Look at the 
> compute_vol_current() function in step-44, which can be easily adopted to 
> compute surface areas. 
>
> I hope this helps.
>
> Best,
> Jean-Paul
>
>
> First of all thank you very much for the quick replies Lucas and Jean-Paul.

I should have been a little more specific. In my case, I obtain the 
integrated force, which refers to a cellsurface. So, I dont't get the total 
force for my whole surface and the force is only the same for every 
quadrature point of one cellface (uniformly distributed on one cellface). I 
just wanted to make sure that this approach makes sense. For simple 
geometries (no curved boundaries) the function measure() should work fine. 
It might be important to catch also the case of curved edges. I think for 
this case I can integrate the function 1 over the current domain, like 
already mentioned in the descripion of the function measure().

Best regards,
David


 

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