An alternative approach to the analytical determination of the moment capacity of a thin-walled channel steel section beam

DOI10.1016/j.ijmecsci.2008.05.004zbMath1264.74143OpenAlexW2015059764MaRDI QIDQ1953614

Harkali Setiyono

Publication date: 7 June 2013

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijmecsci.2008.05.004

zbMATH Keywords

local bucklingmoment capacitychannel sectionbending and effective widthplastic-hinge mechanism

Mathematics Subject Classification ID

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

Related Items (3)

A new beam element for analyzing geometrical and physical nonlinearity ⋮ A new finite element of spatial thin-walled beams ⋮ A geometrical and physical nonlinear finite element model for spatial thin-walled beams with arbitrary section

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