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The effect of viscoelasticity in an airway closure model

Published online by Cambridge University Press:  26 February 2021

F. Romanò*
Affiliation:
Univ. Lille, CNRS, ONERA, Arts et Métiers Institute of Technology, Centrale Lille, UMR 9014 - LMFL - Laboratoire de Mécanique des Fluides de Lille - Kampé de Fériet, F-59000 Lille, France Department of Biomedical Engineering, University of Michigan, Ann Arbor, MI 48109, USA
M. Muradoglu
Affiliation:
Department of Mechanical Engineering, Koc University, Istanbul, Turkey
H. Fujioka
Affiliation:
Center for Computational Science, Tulane University, New Orleans, LA 70118, USA
J.B. Grotberg
Affiliation:
Department of Biomedical Engineering, University of Michigan, Ann Arbor, MI 48109, USA
*
†Email address for correspondence: francesco.romano@ensam.eu

Abstract

The closure of a human lung airway is modelled as a pipe coated internally with a liquid that takes into account the viscoelastic properties of mucus. For a thick-enough coating, the Plateau–Rayleigh instability blocks the airway by the creation of a liquid plug, and the preclosure phase is dominated by the Newtonian behaviour of the liquid. Our previous study with a Newtonian-liquid model demonstrated that the bifrontal plug growth consequent to airway closure induces a high level of stress and stress gradients on the airway wall, which is large enough to damage the epithelial cells, causing sublethal or lethal responses. In this study, we explore the effect of the viscoelastic properties of mucus by means of the Oldroyd-B and FENE-CR model. Viscoelasticity is shown to be very relevant in the postcoalescence process, introducing a second peak of the wall shear stresses. This second peak is related to an elastic instability due to the presence of the polymeric extra stresses. For high-enough Weissenberg and Laplace numbers, this second shear stress peak is as severe as the first one. Consequently, a second lethal or sublethal response of the epithelial cells is induced.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
© The Author(s), 2021. Published by Cambridge University Press
Figure 0

Figure 1. Schematic of the geometry of the airway model: the rigid tube has radius $a$, length $L$ and is coated by a liquid film (light blue) of average thickness $h$ and surrounded by a gas core. The interface is initially located at a distance $R_{I}$ from the axis of the pipe.

Figure 1

Figure 2. Excursion of the tangential stress distribution along the wall, $\Delta \tau _{w} (t) = \max _z \tau (r=1) - \min _z \tau (r=1)$ for $\mu =1.5 \times 10^{-4}$, $\varrho = 10^{-3}$, $\epsilon = 0.25$, $\lambda = 6$. Three Laplace numbers are considered: $La = 200$ (black), 20 (red) and 2 (blue). Two constitutive models for the liquid phase, i.e. the Newtonian (dashed lines) and the Oldroyd-B model (solid lines, $\mu _{S}=0.5$ and $We=100$), are compared.

Figure 2

Figure 3. Time evolution of the plug formation by the Plateau–Rayleigh instability and bifrontal plug growth. The contour plots of $p$ (top left), $S_{rz}$ (top right), $S_{rr}$ (bottom left) and $S_{zz}$ (bottom right) are shown at two times before the closure $t = 150$ and $t = 199\lesssim t_c$ and at three times after the closure $t = 200 \gtrsim t_c$, $t = 360$ and $t = 450$. The simulation parameters are $La = 2$, $\mu =1.5 \times 10^{-4}$, $\varrho = 10^{-3}$, $\epsilon = 0.25$, $\lambda = 6$, $We = 500$ and $\mu _{S} = 0.25$.

Figure 3

Figure 4. (a) Excursion of the tangential stress distribution along the wall, $\Delta \tau _{w} (t) = \max _z \tau (r=1)$$- \min _z \tau (r=1)$ (solid line), consisting of the Newtonian ($\Delta \tau _{w}^{N}$, dashed line) and the extra-stress component ($\Delta S_{w}$, dashed–dotted line). (b) Excursion of the normal stress distribution along the wall, $\Delta p_{w} (t) = \max _z p(r=1) - \min _z p(r=1)$ (dashed line), and minimum of the radial location of the interface, $R_I$ (solid line). The Weissenberg number is varied between 5 and 1000, whereas the other simulation parameters are fixed: $La = 2$, $\mu =1.5 \times 10^{-4}$, $\varrho = 10^{-3}$, $\epsilon = 0.25$, $\lambda = 6$ and $\mu _{S} = 0.25$.

Figure 4

Figure 5. Excursion of the tangential stress distribution along the wall, $\Delta \tau _{w} (t) = \max _z \tau (r=1) - \min _z \tau (r=1)$ (solid line), consisting of the Newtonian ($\Delta \tau _{w}^{N}$, dashed line) and the extra-stress component ($\Delta S_{w}$, dashed–dotted line). The Weissenberg number is varied between 5 and 1000, while the other parameters are fixed at $La = 2$, $\mu =1.5 \times 10^{-4}$, $\varrho = 10^{-3}$, $\epsilon = 0.25$, $\lambda = 6$. In each panel, the values of $\mu _{S}$ are indicated: $\mu _{S}=0.25$ (a), $\mu _{S}=0.5$ (b) and $\mu _{S}=0.9$ (c).

Figure 5

Figure 6. Excursion of the tangential stress distribution along the wall, $\Delta \tau _{w} (t) = \max _z \tau (r=1) - \min _z \tau (r=1)$ for $La = 200$ (solid line), $La = 20$ (dashed line) and $La = 2$ (dashed–dotted line). Three Weissenberg numbers are depicted, i.e. 10 (blue), 100 (cyan) and 1000 (magenta). Three $\mu _{S}$ are considered: $\mu _{S}=0.25$ (a), $\mu _{S}=0.5$ (b) and $\mu _{S}=0.9$ (c). The fixed parameters of the simulations are $\mu =1.5 \times 10^{-4}$, $\varrho = 10^{-3}$, $\epsilon = 0.25$, $\lambda = 6$.

Figure 6

Figure 7. Stability diagram for the postcoalescence elasto-inertial instability. The left-hand panel represents the stable (red) and unstable (blue) conditions for $\mu _{S}=0.25$ (circles), $\mu _{S}=0.5$ (squares) and $\mu _{S}=0.9$ (triangles). The violet markers denote the neutral conditions extrapolated in terms of the modified elastic parameter $El_{m}$. An example of such an extrapolation is reported in the inset for $La = 200$. The dashed violet line denotes the neutral stability curve approximated by spline interpolation of the three neutral stability points (violet markers). The three right-hand panels show the local exponential fit $\Delta S_{w} (t)\approx C_0 + C_1\exp (\sigma t)$ for $\mu _{S}=0.25$, $La = 200$ and three Weissenberg numbers, i.e. $We=10$ (bottom), $We=100$ (middle) and $We=1000$ (top). The black lines denote the extra-stress excursion and the thick lines denote the local exponential fit, either for stable ($\sigma <0$, red) or unstable ($\sigma >0$, blue) conditions.

Figure 7

Figure 8. Excursions of the wall shear stress $\Delta \tau _{w}=\max {(\tau _{w})}-\min {(\tau _{w})}$ computed with Basilisk ($\mu =\varrho =1.5\times 10^{-4}$, $\varrho = 10^{-3}$, red solid lines) and with the numerical solver of Izbassarov & Muradoglu (2015) for $\mu =\varrho =2\times 10^{-2}$ (black solid line) and $\mu =\varrho =10^{-2}$ (blue solid line). The blue dashed–double-dotted and dashed lines depict the Newtonian and the extra-stress component of $\Delta \tau _{w}$. All the simulations are carried out for $La=200$, $\lambda =6$, $\varepsilon =0.25$, $We=500$ and $\mu _{S}=0.5$.

Figure 8

Figure 9. Excursions of the wall shear stress (a) $\Delta \tau _{w}=\max {(\tau _{w})}-\min {(\tau _{w})}$ and the wall extra stress (b) $\Delta S_{w}=\max {(S_{w})}-\min {(S_{w})}$ computed with the numerical solver of Izbassarov & Muradoglu (2015) by employing the FENE-CR model for $\mu =\varrho =2\times 10^{-2}$, $La=200$, $\lambda =6$, $\varepsilon =0.25$, $We=500$ and $\mu _{S}=0.5$. The extensibility parameter is varied such that $L^2\in [5, 2000]$.