1975
DOI: 10.1090/qam/99665
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The transverse vibration of a rotating beam with tip mass: The method of integral equations

Abstract: Abstract.An integral equation method is used to obtain improvable lower bounds for the second eigenvalue of the second-order "reduced" problem obtained from the problem described in the title by singular perturbation methods. These lower bounds are compared with results obtained directly by invariant embedding. The computational aspects of the integral equation method are stressed. The method is shown to be quite general and can be applied to a variety of boundary-value problems including those in which the ei… Show more

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Cited by 18 publications
(11 citation statements)
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“…This effect is addressed in [77] with a standard Euler-Bernoulli model and in [12] with a Timoshenko model. The effect of various parameters on the natural frequencies of rotating beams has also been widely studied: the effect of variable and non-symmetrical cross sections, pre-twist [60,63], precone, pre-lag, setting angle [11,44], root offset [14,43], taper and rotary inertia, attached masses [5,38,57], shrouds, springs [22] and various boundary conditions [10]. The finite-element method has also been used widely used: see, i.e., [8] and the textbook [32].…”
Section: Introductionmentioning
confidence: 99%
“…This effect is addressed in [77] with a standard Euler-Bernoulli model and in [12] with a Timoshenko model. The effect of various parameters on the natural frequencies of rotating beams has also been widely studied: the effect of variable and non-symmetrical cross sections, pre-twist [60,63], precone, pre-lag, setting angle [11,44], root offset [14,43], taper and rotary inertia, attached masses [5,38,57], shrouds, springs [22] and various boundary conditions [10]. The finite-element method has also been used widely used: see, i.e., [8] and the textbook [32].…”
Section: Introductionmentioning
confidence: 99%
“…Pour prédire correctement l'évolution des fréquences propres et des modes propres associés en fonction du taux de rotation, les travaux ultérieurs ont intégrés de nombreux paramètres additionnels afin de mieux représenter la géométrie, les effets aérodynamiques ou d'autres contraintes techniques. Ces améliorations permettent de prendre en compte des sections de poutre variables ou non symétriques, un angle de vrillage [109,117], de battement, de traîné ou d'attaque [80,21], un décalage du point d'attache de la poutre avec le centre de rotation [27,79], des inerties de rotation, des masses embarquées [16,70,97] et de nombreuses conditions aux limites [20,126,40]. Au final, tous ces paramètres conduisent à des effets supplémentaires complexes qui ne sont pas pris en compte dans les modèles de poutre classiques.…”
Section: Bibliographieunclassified
“…Then Eq. [33], [34], [35]). By using the notation from [20] the corresponding Sturm-Liouville problem has the form…”
Section: Eigenoscillations Of Mechanical Systems 523mentioning
confidence: 99%