2014
DOI: 10.1016/j.jfluidstructs.2014.03.012
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Stability of a flexible insert in one wall of an inviscid channel flow

Abstract: A hybrid of computational and theoretical methods is extended and used to investigate the instabilities of a flexible surface inserted into one wall of an otherwise rigid channel conveying an inviscid flow. The computational aspects of the modelling combine finite-difference and boundary-element methods for structural and fluid elements respectively. The resulting equations are coupled in state-space form to yield an eigenvalue problem for the fluid-structure system. In tandem, the governing equations are solv… Show more

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Cited by 13 publications
(5 citation statements)
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“…We remark that for their figure 7, Davies & Carpenter (1997a) used a tensioned membrane instead of a spring-backed plate and this resulted in a very flexible channel that is more prone to wall-based instabilities. For the spring-backed flexible plate used in our system, an equivalent critical Reynolds number predicted for the onset of two-dimensional divergence instability for steady inviscid fluid flow in a compliant channel (Burke et al 2014) is Re D ≈ 1.25 × 10 4 , having chosen blood for the fluid and characteristic dimension typical of a small blood vessel. This value falls within the range of Reynolds numbers in figure 15(a).…”
Section: Three-dimensional Disturbances In Pulsatile Plane Poiseuillementioning
confidence: 99%
“…We remark that for their figure 7, Davies & Carpenter (1997a) used a tensioned membrane instead of a spring-backed plate and this resulted in a very flexible channel that is more prone to wall-based instabilities. For the spring-backed flexible plate used in our system, an equivalent critical Reynolds number predicted for the onset of two-dimensional divergence instability for steady inviscid fluid flow in a compliant channel (Burke et al 2014) is Re D ≈ 1.25 × 10 4 , having chosen blood for the fluid and characteristic dimension typical of a small blood vessel. This value falls within the range of Reynolds numbers in figure 15(a).…”
Section: Three-dimensional Disturbances In Pulsatile Plane Poiseuillementioning
confidence: 99%
“…Theoretical work has gradually increased the complexity of the models under consideration, starting with a two-dimensional analogue of the Starling resistor. Both linear stability [21][22][23][24][25][26][27][28][29][30] and direct numerical simulation [31][32][33][34][35][36] have been considered. In a similar way to the lumped parameter models, the two-dimensional models produce interesting phenomenology, but cannot be used quantitatively.…”
Section: Because Variations In Fluid Densitymentioning
confidence: 99%
“…Conversely, SD is a class A instability, observed in the experiments of Gad-El-Hak, Blackwelder & Riley (1984), taking the form of a stationary or very slowly propagating mode (Carpenter & Garrad 1986); the mechanism of instability is not clearly understood, but non-zero wall damping is essential for destabilisation in an infinitely long system (Carpenter & Garrad 1986), although the story is more complicated when the compliant panel is of finite length (Lucey & Carpenter 1992, 1993; Peake 2004; Burke et al. 2014). In this study we consider the limit of large wall damping to elucidate the mechanism of SD in a long compliant channel.…”
Section: Introductionmentioning
confidence: 99%
“…TWF is a class B instability, observed in the experiments of Gaster (1988), which takes the form of a travelling wave propagating with wavespeed close to that of the unloaded elastic wall (Carpenter & Garrad 1986); the mechanism of instability is similar to that of wind generating water waves, sustained by viscous effects within narrow viscous layers across the flow (Benjamin 1959;Carpenter & Gajjar 1990). Conversely, SD is a class A instability, observed in the experiments of Gad-El-Hak, Blackwelder & Riley (1984), taking the form of a stationary or very slowly propagating mode (Carpenter & Garrad 1986); the mechanism of instability is not clearly understood, but non-zero wall damping is essential for destabilisation in an infinitely long system (Carpenter & Garrad 1986), although the story is more complicated when the compliant panel is of finite length (Lucey & Carpenter 1992Peake 2004;Burke et al 2014). In this study we consider the limit of large wall damping to elucidate the mechanism of SD in a long compliant channel.…”
Section: Introductionmentioning
confidence: 99%