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At what bar slenderness does the 3D eigenbuckling model agree with the slender-beam closed form?

research/simdesign-shellaspect

How the 3D eigenbuckling model compares with the slender-beam closed form as a bar gets longer (stylised): the finite-element load is 14.5%, 7.4%, 3.8% and 2.1% above it at l/w = 3, 6, 12, 24.

2 tests

What it found

A stylised, preliminary scan of one steel bar cross-section (8×2 mm, tip shear, clamped end) at l/w = 3, 6, 12 and 24 on a fixed element size. The finite-element critical load sits 14.5%, 7.4%, 3.8% and 2.1% above the Timoshenko–Gere closed form, so the gap shrinks roughly in proportion to w/l and is consistent with a short-bar effect rather than mesh error. One cross-section and one cross-section mesh; no refinement at the longer lengths.

Paper, code and results

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Produced with AI assistance (Claude). Results are from the code in this repository and are simulated or stylised unless the abstract says otherwise; nothing here implies affiliation with or endorsement by any lab, researcher or company cited. MIT licensed.