2013
DOI: 10.1016/j.jsv.2013.06.004
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Dynamic model for free vibration and response analysis of rotating beams

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Cited by 101 publications
(43 citation statements)
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“…In order to explore the effects of nonlinearities of both geometric and dynamic origin when investigating the free vibration characteristics of rotating beams, interested readers are referred to the works of Turhan and Bulut [21], Lacarbonara et al [22], Arvin et al [23], Kim et al [24] and Sotoudeh and Hodges [25,26].…”
Section: Scope and Limitations Of The Theorymentioning
confidence: 99%
“…In order to explore the effects of nonlinearities of both geometric and dynamic origin when investigating the free vibration characteristics of rotating beams, interested readers are referred to the works of Turhan and Bulut [21], Lacarbonara et al [22], Arvin et al [23], Kim et al [24] and Sotoudeh and Hodges [25,26].…”
Section: Scope and Limitations Of The Theorymentioning
confidence: 99%
“…[25] 3.1416 6.2832 9.4248 Ref. [26] 3.1416 6.2832 9.4248 Table 3 Comparison of first three modes of vibration of fixed tapered and classical clamped-free rod ( = 0, p = 0, ≠ 0)…”
Section: Rayleigh-ritz Methodsmentioning
confidence: 99%
“…Along with this notion, rotation effect in terms of rotation velocity upon frequencies of the system is to be investigated. Stiffening effects on dynamic characteristics of rotating beams is reported by Kim et al [26]. Ghafarian and Ariaei [27] carried out a research regarding vibration behavior of a system of interconnected Timoshenko beams capturing rotating effects.…”
Section: Introductionmentioning
confidence: 93%
“…These studies concluded that the natural frequencies of flexural vibration tended to increase above those for the non-rotating beams, because of the centrifugal force and the subsequent stiffening effects [1]. The free vibration analysis of rotating beams have been widely studied using different numerical approximation methods, such as, the Rayleigh or Rayleigh-Ritz methods [1,2,3,4,5], the finite element method [6,7,8,9,10], the differential transform method [11] and Galerkin's method [12]. Moreover, AL-Said et al [13,14] analysed the free vibration of a Timoshenko beam modelled by a massless torsional spring, to simulate the flapwise vibration of a thick rotating beam.…”
Section: Introductionmentioning
confidence: 99%