I implemented simulation of thin-wall beam.
The technical detail is explained (in Japanese) in my web page.
FEM for 2D thin-walled beam
The following picture shows non-stationary analysis of falling of thin cantilever beam under the gravity.
In the middle picture, bending stiffness of the beam is 1/10 of top one. And in the bottom one, the bending stiffness is 1/100.