2002
DOI: 10.1006/jsvi.2001.4052
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Lining-Deformation-Induced Modal Coupling as Squeal Generator in a Distributed Parameter Disc Brake Model

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Cited by 58 publications
(34 citation statements)
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“…The geometrical values and material properties used are those of the large diameter experimental ring described in Section 3. It can be seen in Figure 2 that both the wave-based approach of Flint and Hultén [9,10] and the modal summation approach predict identical results.…”
Section: Modal-based Approachsupporting
confidence: 59%
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“…The geometrical values and material properties used are those of the large diameter experimental ring described in Section 3. It can be seen in Figure 2 that both the wave-based approach of Flint and Hultén [9,10] and the modal summation approach predict identical results.…”
Section: Modal-based Approachsupporting
confidence: 59%
“…However, curvature effects are not included in the cyclosymmetric beam model. Flint and Hultén [9] record a significant difference between the measured resonant frequency and predicted natural frequency for the n = 2 mode, whilst other diametral modes have relatively good agreement. Thompson [25] has applied a cyclosymmetric beam model to railway wheel bending vibration and compared the predicted natural frequencies to a finite element model of the structure.…”
Section: Small Diameter Annular Plate Versus Cyclosymmetricmentioning
confidence: 99%
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