Buckling analysis of pre-cracked beam-columns by Lyapunov's second method

DOI10.1016/j.euromechsol.2006.07.007zbMath1187.74072OpenAlexW2061137962MaRDI QIDQ875570

Peter N. Jiki

Publication date: 13 April 2007

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2006.07.007

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Brittle fracture (74R10) Bifurcation and buckling (74G60)

Related Items (3)

The Lyapunov-Movchan method in problems of the stability of flows and deformation processes ⋮ Euler's tallest column revisited ⋮ Analysis and verification of cable pretension effect on the buckling load of a single-link flexible mechanism

Cites Work

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• Stability of columns with a single crack subjected to follower and vertical loads
• Buckling of rings and tubes with longitudinal cracks
• Lateral buckling analysis of beams by the fem

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