Linear buckling analysis of perforated cold-formed steel storage rack columns by means of the generalised beam theory

DOI10.1142/S0219455418500049MaRDI QIDQ6492969

J. Bonada, M. M. Pastor, M. Casafont, F. Roure, Antoni Susín

Publication date: 26 April 2024

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

zbMATH Keywords

thin-walled membersperforationsgeneralized beam theory (GBT)steel-storage rack columns

Mathematics Subject Classification ID

Energy minimization in equilibrium problems in solid mechanics (74G65)

Cites Work

• A new approach to the calculation of cross-section deformation modes in the framework of generalized beam theory
• Isoparametric spline finite strip method for the bending of perforated plates

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