Effect of rotary inertia and shear on vibration and buckling of a double beam system under compressive axial loading

DOI10.1007/S00419-011-0532-1zbMath1271.74187OpenAlexW1966054267MaRDI QIDQ364840

Ratko Pavlović, Vladimir Stojanovic, Goran Janevski, Predrag Kozić

Publication date: 3 September 2013

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

Full work available at URL: https://doi.org/10.1007/s00419-011-0532-1

zbMATH Keywords

Timoshenko beameigenvalueboundary conditionscritical buckling forceWinkler elastic layer

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Bifurcation and buckling (74G60)

Related Items (3)

Green functions for three-point boundary value problems governed by differential equation systems with applications to Timoshenko beams ⋮ Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method ⋮ Dynamic characteristics of a double-layer sheathing cable system based on dynamic stiffness theory

Cites Work

• Transverse vibration of a multiple-Timoshenko beam system with intermediate elastic connections due to a moving load
• A new rectangular beam theory
• Further results of a new beam theory
• Natural frequencies of Timoshenko beams on pasternak foundations
• Buckling instabilities of thick elastic beams subjected to axial stresses
• Free vibrations of Timoshenko beams on two-parameter elastic foundation

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