Should load remain constant when a thin-walled open-profile column buckles?

DOI10.1016/0020-7683(94)90061-2zbMath0943.74514OpenAlexW2042970117MaRDI QIDQ1291385

K. Appert

Publication date: 3 September 2000

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(94)90061-2

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

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Dimensionless analytical solution and new design formula for lateral-torsional buckling of I-beams under linear distributed moment via linear stability theory

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