I suggest you first get an example working using a standard finite element
implementation (e.g. based on one of the "systems_of_equations" examples).
Once you have that working you can then try to convert it into a reduced
basis implementation. But note that normally reduced basis is not used for
1
Hello everyone,
I want to solve the Euler cantilever beam equation using reduced basis to
understand the RB method.
However, I don't know how to deal with a 2nd derivative term of a weak form
of the Euler beam equation.
First, I created a 1D mesh. Then, refferring to
