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Frequency equation and resonant frequencies of free–free Timoshenko beams with unequal end masses

Transverse vibration of free–free Timoshenko beams carrying concentrated masses at two ends is investigated. An exact frequency equation is derived and resonant frequencies are calculated. A Fredholm integral equation approach is formulated to obtain an explicit expression for the fundamental freque...

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Bibliographic Details
Published in:International journal of mechanical sciences 2016-09, Vol.115-116, p.406-415
Main Authors: Shi, Wencong, Shen, Z.-B., Peng, X.-L., Li, X.-F.
Format: Article
Language:English
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Summary:Transverse vibration of free–free Timoshenko beams carrying concentrated masses at two ends is investigated. An exact frequency equation is derived and resonant frequencies are calculated. A Fredholm integral equation approach is formulated to obtain an explicit expression for the fundamental frequency. The fundamental frequencies obtained using the analytical and approximate methods are compared to demonstrate the accuracy of the approximate method. The influences of attached masses, rotational inertia and shear rigidity on the resonant frequencies are discussed. Results show that the Timoshenko beam theory is necessary at higher order frequencies due to the error caused by other theories like Euler–Bernoulli, shear or Rayleigh beams. These results are useful to design energy harvesters and mass sensors. •Vibration of Timoshenko beams with unequal tip masses is analyzed.•Frequency equation of free–free Timoshenko beams with end masses is derived.•Expressions for the fundamental frequencies with high accuracy are given.•Effect of end masses on the resonant frequencies is discussed.
ISSN:0020-7403
1879-2162
DOI:10.1016/j.ijmecsci.2016.07.018