Experimental and Numerical Study on the Lateral-Torsional Buckling of Steel C-Beams with Variable Cross-Section

Experimental and Numerical Study on the Lateral-Torsional Buckling of Steel C-Beams with Variable Cross-Section

Metallic thin-walled beams with continuously varying cross-sections loaded in compression are particularly sensitive to instability problems due to lateral-torsional buckling. Such a phenomenon depends on several parameters, including the cross-sectional properties along the entire length, material...

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Bibliographic Details
Main Authors: Ida Mascolo, Mariano Modano, Antimo Fiorillo, Marcello Fulgione, Vittorio Pasquino, Fernando Fraternali
Format: Article
Language:English
Published: MDPI AG 2018-11-01
Series:Metals
Subjects:
tapered beam
vlasov theory
thin-walled structures
c-beams
energy method
rayleigh-ritz algorithm
Online Access:https://www.mdpi.com/2075-4701/8/11/941

Internet

https://www.mdpi.com/2075-4701/8/11/941

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