Abstract

In this work a finite element-based model for analyzing incompressible flows in flexible channels is presented. The model treats the fluid–solid interaction problem in a monolithic way, where the governing equations for both sub-domains are solved on a single moving grid taking advantage of an arbitrary Lagrangian/Eulerian framework (ALE). The unified implementation of the governing equations for both sub-domains is developed, where these are distinguished only in terms of the mesh-moving strategy and the constitutive equation coefficients. The unified formulation is derived considering a Newtonian incompressible fluid and a hypoelastic solid. Hypoelastic constitutive law is based on the strain rate and thus naturally facilitates employing velocity as a kinematic variable in the solid. Unifying the form of the governing equations and defining a semi-Lagrangian interface mesh-motion algorithm, one obtains the coupled problem formulated in terms of a unique kinematic variable. Resulting monolithic system is characterized by reduced variable heterogeneity resembling that of a single-media problem. The model used in conjunction with algebraic multigrid linear solver exhibits attractive convergence rates. The model is tested using a 2D and a 3D example.

Highlights

  • Fluid–structure interaction (FSI) modeling is an important area of research

  • Once the monolithic FSI system is solved, a mesh smoothing step can be performed leading to an improved quality of the fluid mesh

  • Computational efficiency Cavity example was used for estimating the computational efficiency of the monolithic arbitrary Lagrangian/Eulerian framework (ALE) solver in [19], where the number of linear solver iterations was recorded for different mesh resolutions

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Summary

Introduction

Fluid–structure interaction (FSI) modeling is an important area of research. FSI problems are found in nature (e.g. flow of biological fluids in different organs, cardiovascular system) and engineering practice (e.g. interaction of vehicles, aircraft, spacecrafts, engines and bridges with surrounding fluids). FSI study counts with a history of several

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Rationale of the Model
Conservation Equations
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Constitutive Equations
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Governing Equations at Discrete Level
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Solution Algorithm
Numerical Examples
Fluid–Structure Interaction in Driven Cavity with Flexible Bottom
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A Pressure Pulse Propagating in a Flexible Pipe
Results
Summary and Conclusions
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Methods

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