I am trying to play around with the Foppl von Karman plate equations
and solve for $w[x,y]$.
I want to consider a plate with a free edge, i.e. no forces or moments at the edge. As such I want to introduce $\partial_{x,x}w[x,y]==0, \partial_{y,y}w[x,y]==0, \partial_{x,y} w[x,y]==0$, as moments are zero, curvature (which is the second derivative of the vertical displacement) must also be zero here. I am aware of Dirichlet boundary conditions for boundary deflections (e.g.Dirichlet[w[x,y]==0, {x,y} \Element[] \Rectangle[]]
) and Neumann for first derivative, however these don't seem to apply in my case from what i've understood. What can I use for second derivative boundary conditions for 2D problems, while being able enforce this for the entire boundary and not just specific points like
D[w[x,y],{x,2}]==0/.{x->-a}
for instance, which you seem to be able to do neatly for a dirichlet condition as you just specify x,y as being in a region you define?
DirichletCondition
andNeumannValue
and the same is true for the second dependent variable. Now, the second dependent variable would represent the 2nd and 3rd derivatives. If the above PDE can not be transformed into this form then currently (V12.3) there is not way to solve this with FEM. $\endgroup$