DISTORTIONAL BUCKLING OF COLD-FORMED STEEL SECTIONS SUBJECTED TO UNIFORMLY DISTRIBUTED TRANSVERSE LOADING

DOI10.1142/S0219455410003877zbMath1271.74088OpenAlexW2010140946MaRDI QIDQ2846035

Long-Yuan Li, Jiankang Chen

Publication date: 5 September 2013

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455410003877

zbMATH Keywords

beamcritical stressstress gradientcold-formed steeldistortional buckling

Mathematics Subject Classification ID

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

Related Items (1)

Thermal Buckling Analysis of Axially Loaded Columns of Thin-Walled Open Section with Nonuniform Sectional Properties

Cites Work

• Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads
• SHEAR BUCKLING OF THIN PLATES WITH CONSTANT IN-PLANE STRESSES

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