Static stability analysis of elastically restrained structures underfollower forces

DOI10.2514/3.7651zbMath0443.73024OpenAlexW1538828475MaRDI QIDQ3886976

Anthony N. Kounadis

Publication date: 1980

Published in: AIAA Journal (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.2514/3.7651

zbMATH Keywords

divergencecritical loadelastic undamped systemsflutter typefollower forces of constant magnitude

Mathematics Subject Classification ID

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

Related Items (9)

Divergence of a rotating shaft with an intermediate support and conservative axial loads ⋮ Flutter of a cantilever rod with a relocatable lumped mass ⋮ Damping effects on the dynamic stability of a rod subjected to intermediate follower loads ⋮ An influence of the geometrical nonlinearity of a frame column of flat frame type gamma subjected to the follower force directed towards the positive pole on its stability ⋮ Closed-form solution of large deflection of a spring-hinged beam subjected to non-conservative force and tip end moment ⋮ Snap-through buckling of a simple frame with a tangential load ⋮ Stability analysis of Beck's column over a fractional-order hereditary foundation ⋮ Divergence and flutter of nonconservative systems with intermediate support ⋮ Flutter loads of a Timoshenko beam-column under a follower force governed by two variants of equations of motion

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