2013
DOI: 10.1016/j.ymssp.2012.05.016
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Modeling the dynamic properties of conventional and high-damping boring bars

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Cited by 33 publications
(15 citation statements)
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“…Finite Element modeling and experimental modal testing on such a tooling system are presented in [10] in great detail.…”
Section: Internal Turning Dynamicsmentioning
confidence: 99%
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“…Finite Element modeling and experimental modal testing on such a tooling system are presented in [10] in great detail.…”
Section: Internal Turning Dynamicsmentioning
confidence: 99%
“…In order to estimate the static compliance G, the model developed in [10] is adopted, as follows (2) where L 03 is the sum of the nominal bar overhang L=L 13 and the additional bar overhang L 01 which is necessary for describing the effect of imperfect cantilever constraint at node 1, see Figure 1c), in accordance with other authors [9][12]; η is a small correction of Euler-Bernoulli model due to shear effects considered by the Timoshenko beam theory; J is the moment of inertia, while E is the Young's modulus of the considered boring bar material; G u0t and H φ0t are the translational and rotational static compliances modeling the static tool-holder behavior at node 0. In the following, the static compliance G will be considered as a Gaussian random variable, with mean G best given by Eq.…”
Section: Internal Turning Dynamicsmentioning
confidence: 99%
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