Influence of a Wieghardt foundation on the dynamic stability of a fluid conveying pipe

DOI10.1007/S00419-009-0305-2zbMath1271.74065OpenAlexW2055450196WikidataQ59151487 ScholiaQ59151487MaRDI QIDQ363137

Isaac Elishakoff, Giuseppe Claudio Ruta, Maria Laura De Bellis

Publication date: 30 August 2013

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00419-009-0305-2

zbMATH Keywords

fluid-structure interactionfollower forcesWieghardt foundation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10)

Related Items (3)

A contribution to the stability of an overhanging pipe conveying fluid ⋮ Stability of non-trivial equilibrium paths of beams on a partially visco-elastic foundation ⋮ Free vibrations of Timoshenko beam-columns on Pasternak foundations

Cites Work

• Unnamed Item
• Nonlinear dynamics of a fluid-conveying cantilevered pipe with a small mass attached at the free end
• Towards the resolution of the Smith-Herrmann paradox
• Does a Partial Elastic Foundation Increase the Flutter Velocity of a Pipe Conveying Fluid?
• The influence of a wieghardt type elastic foundation on the stability of some beams subjected to distributed tangential forces
• The Shear Coefficient in Timoshenko’s Beam Theory
• Dynamic Response of a Circular Beam on a Wieghardt‐Type Elastic Foundation

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