Explicit expressions for buckling analysis of thin-walled beams under combined loads with laterally-fixed ends and application to stability analysis of saw blades

DOI10.1142/S0219455421500322MaRDI QIDQ6490912

Van Binh Phung, V. S. Prokopov, Hoang Minh Dang, Ngoc Doan Tran, Viet Duc Nguyen

Publication date: 23 April 2024

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

zbMATH Keywords

stabilityenergy methodbucklingcombined loadingthin-walled beamlaterally fixed endsaw blade

Mathematics Subject Classification ID

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

Cites Work

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• Buckling and lateral buckling interaction in thin-walled beam-column elements with mono-symmetric cross sections
• Critical state of a thin-walled beam under combined load
• Local and distortional buckling of cold-formed zed-section beams under uniformly distributed transverse loads
• Analytical Solutions of Lateral–Torsional Buckling of Castellated Beams
• LATERAL-TORSIONAL BUCKLING OF BEAMS UNDER COMBINED LOADING: A REAPPRAISAL OF PAPKOVITCH–SCHAEFER THEOREM

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