The effects of the joint stiffness and of the constraints on the type of instability of a frame under a follower force

DOI10.1007/BF01214629zbMath0456.73025MaRDI QIDQ1151083

A. P. Economou, Anthony N. Kounadis

Publication date: 1980

Published in: Acta Mechanica (Search for Journal in Brave)

zbMATH Keywords

divergencecritical loadsstaticeigenfrequenciesflutter instabilityconcentrated massfollower forcenonconservative instabilityT-form framevariational dynamic approach

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60)

Related Items (4)

Flutter of a cantilever rod with a relocatable lumped mass ⋮ Damping effects on the dynamic stability of a rod subjected to intermediate follower loads ⋮ Non-linear analysis of elastic plane frames with crooked bars ⋮ Flutter loads of a Timoshenko beam-column under a follower force governed by two variants of equations of motion

Cites Work

• Influence of an elastic and support on the vibration and stability of Beck's column
• Application of the Galerkin and Ritz methods to nonconservative problems of elastic stability
• Divergence Buckling of a Simple Frame, Subject to a Follower Force
• Unnamed Item

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