Instability of variable arc-length elastica under follower force

DOI10.1016/S0093-6413(98)00024-XzbMath0946.74026OpenAlexW2038223047WikidataQ126470312 ScholiaQ126470312MaRDI QIDQ1269812

K. Appert

Publication date: 17 October 2000

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0093-6413(98)00024-x

zbMATH Keywords

instabilitystatic analysisfollower forceelastica with overhang

Mathematics Subject Classification ID

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

Related Items (4)

Closed-form solution of large deflection of a spring-hinged beam subjected to non-conservative force and tip end moment ⋮ Stability analysis of planar equilibrium configurations of elastic rods subjected to end loads ⋮ Postbuckling behavior of variable-arc-length elastica connected with a rotational spring joint including the effect of configurational force ⋮ Vibration and stability of a constrained elastica with variable length

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