Dear David,

There can be several ways to get the reaction forces. If you've applied
your Dirichlet boundary conditions with Lagrange multipliers, then your
reaction tractions (so, not forces) are the Lagrange multipliers.
If you want to obtain the nodal forces, you would need to integrate the
Lagrange multipliers alone the Dirichlet boundary, by assembling something
like:

Test_u . Lagrange_multiplier

In case you applied the Dirichlet condition somehow else and you have the
stress field, you can indeed apply the method you've mentioned. However,
what you call the nodal forces on the whole domain will be mostly zero (as
they balance each other in case of pure static solution), except the
boundary where you've applied the Dirichlet condition. But still, assuming
that you have Sigma tensor field in the Gauss points as im_data, you can do
the assembly over the whole domain as in the formula you've mentioned:

"Sym(Grad_Test_u) : Sigma"

I don't really remember this well, but I believe this can be simplified to
Grad_Test_u : Sigma when we know that Sigma is a symmetric tensor. What is
probably different in Getfem from most of the Finite Element text-books is
that Getfem always uses true tensors, as opposed to the Voight notation in
your example. For instance, that *B* - matrix in your text is a Voight
representation of a symmetric operator on the gradient of the shape
functions. While *B* is 6x3 in 3D, Grad_Test_u should be seen as 3x3, but
Sigma is 3x3, unlike stress vector in Voight notation which is 6x1. This
probably has some performance overhead as true tensors are not as compact
as the matrices in the Voight notation, but it preserves all the good
properties of the tensors and makes the derivations cleaner.

Let me know if you have any other questions,

Andriy




On Fri, 24 Sept 2021 at 10:05, David Danan <daviddanan9...@gmail.com> wrote:

> Dear GetFem community,
>
> after the computation of reaction forces associated to a dirichlet
> condition, which gave acceptable results, i am trying now to compute the
> nodal forces on the whole domain, here is the expression for each element
>
> [image: image.png]
> By using the GWFL, is it possible to compute such quantity as a
> post-processing?
> My best guess is that i have to use the local projection method but i am
> stucked regarding the rest. Any idea? Is there another way to do that?
>
> Thanks in advance,
> David.
>

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