Today I managed to setup and run a simple beam-bending case (beamBending.json (7.9 KB)) and thought I’d share my results and some thoughts.
Note that I made use of the useful selection feature to select the regions where I applied load and boundary conditions:
And then I referred to these selection sets in the subdomain_elems
cards like so:
As a note, I was unable to use load_type = pressure
. The simulation would run, but wouldn’t actually apply any loads. Changing the load_type
to force
is what yielded these results. Should pressure have worked in this case?
I ran this simulation with uniform degree 3 basis, but varied the smoothness of the interfaces from C0 - C2 to observe the effect on the post-processed VonMises values taken from a 0.1x0.1 offset from the centerline in the reference configuration. Notice in the chart below how the C0 simulation shows discontinuous jumps in the stress at the interfaces; the C1 simulation is continuous, but shows kinks at the interfaces; the C2 simulation shows a smooth stress value.
I’ll keep tinkering with this, and I’ve not yet validated/verified any of the results, but I thought I’d share my status!