Elastic buckling of I-beams under linear moment gradient.

DOI10.1016/S0020-7683(03)00330-5zbMath1059.74520OpenAlexW2026625708MaRDI QIDQ1429604

Nam-Hyoung Lim, Young-Jong Kang, Nam-Hoi Park, Ik-Hyun Sung

Publication date: 27 May 2004

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

Full work available at URL: https://doi.org/10.1016/s0020-7683(03)00330-5

zbMATH Keywords

Elastic lateral--torsional bucklingEnd restraintsMoment gradient correction factor

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (3)

Dimensionless analytical solution and new design formula for lateral-torsional buckling of I-beams under linear distributed moment via linear stability theory ⋮ Calculation of critical lateral-torsional buckling loads of beams subjected to arbitrarily transverse loads ⋮ Buckling and lateral buckling interaction in thin-walled beam-column elements with mono-symmetric cross sections

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