Interactive elastic buckling mode viewers

RunToSolve · shell finite element eigenbuckling with TriShellFiniteElement.jl and Ferrite.jl, rendered with WGLMakie.jl and Bonito.jl. Pages are self-contained; the first load of the larger ones takes a few seconds while the recorded mode shapes are parsed.

Drag to orbit, scroll to zoom, right-drag to pan. Colour is the normalized magnitude of the mode displacement.

362S162-33 stud, L = 48 in, uniform compression, pinned warping-free ends

Material E = 200 GPa, ν = 0.30, t = 0.879 mm (33 mil). Results: local 16.1 kN (CUFSM 15.9), distortional 39.4 kN on the refined mesh and 37.8 kN mesh-converged (CUFSM 37.5), flexural-torsional 37.0 kN (classical 37.3). Element shear relaxation factor Cs = 0.2.