Buckling of beam under compression and torsion beyond elastic limit

DOI10.1007/BF00882198zbMATH Open0559.73051OpenAlexW2076066632MaRDI QIDQ5184479

V. S. Davydov

Publication date: 1983

Published in: Soviet Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00882198

zbMATH Keywords

torsioncompressionstress-strain relationsloading conditionscritical values of the load and momentfirst mode of bucklingloss of stability beyond the elastic limittwo component elastic plastic processesuniformly circular cross section

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Cites Work

• Unnamed Item

This page was built for publication: Buckling of beam under compression and torsion beyond elastic limit