2019
DOI: 10.1016/j.jsv.2018.09.003
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Modular hybrid models to simulate the static and dynamic behaviour of high-speed thin-rimmed gears

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Cited by 26 publications
(11 citation statements)
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“…However, as described by Shweiki et al [224], the peak-topeak magnitude of the static TE and the magnitude of dynamic TE for the lightweight gears are larger than that of solid ones. e modelling strategies of the thin-rimmed gears and lightweight gears with holes are complicated than common solid gears as described by Guilbert et al [226,227]…”
Section: Lightweight Gearsmentioning
confidence: 99%
See 1 more Smart Citation
“…However, as described by Shweiki et al [224], the peak-topeak magnitude of the static TE and the magnitude of dynamic TE for the lightweight gears are larger than that of solid ones. e modelling strategies of the thin-rimmed gears and lightweight gears with holes are complicated than common solid gears as described by Guilbert et al [226,227]…”
Section: Lightweight Gearsmentioning
confidence: 99%
“…Only continuous flexible models can capture the particular dynamic properties of lightweight gears. Guilbert et al [227] developed a mortar-based methodology that can connect 1D grids and 3D finite elements. Based on this approach, thin-rimmed gears can be precisely modelled in dynamic models.…”
Section: Shock and Vibrationmentioning
confidence: 99%
“…For the sake of conciseness, only the main modelling principles are presented in this section while the complete technical details can be found in Guilbert et al. 29 The hybrid model in Figure 1 combines lumped parameters and 3D finite elements. The pinion and mesh interface are simulated using the method of Velex and Maatar, 3 whereas the deformable gear body is accounted for by a substructure 30 derived from a full 3D finite element model with brick elements condensed at its rim and bearing nodes.…”
Section: Dynamic Hybrid Models – Basic Principlesmentioning
confidence: 99%
“…Details about the theory and implementation can be found in literature. 29,31 The corresponding modified equations are where V*(Mij)T is the modified structural vector at contact point Mij …”
Section: Dynamic Hybrid Models – Basic Principlesmentioning
confidence: 99%
“…Other possibility for the determination of the single stiffness is the FE simulations and hybrid methods of FEM and analytical solutions which can be divided into three main groups. These are dynamic [20][21][22][23], quasi-dynamic [24] and quasi-static [25][26][27] simulations. Depending on the purpose of the tests, both two-dimensional and three-dimensional models can be used; see e.g., the works [21,22].…”
Section: Introductionmentioning
confidence: 99%