Effect of rotary inertia and shear on vibration and buckling of a double beam system under compressive axial loading
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Publication:364840
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
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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