Dear Julia users,
I’m using Gridap, and I’m learning from the tutorials. I have some questions:
a) How can we recover x- or y-components from a numerical solution uh, as the solution to linear elasticity (like in the tutorials). Note that
typeof(uh)
Gridap.FESpaces.SingleFieldFEFunction{true}
there are get_free_values(uh)
and get_dirichlet_values(uh)
throwing Array{Float64,1} values, but I’m puzzled about getting something like ux=uh[1]
, uy=uh[2]
(sorry for the incorrect syntax in the latter, it is just a way to express it).
b) Does anyone tried to solve anisotropic elasticity using Gridap? Some advice?
Thanks.