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Stabilization of explicit coupling in fluid-structure interaction involving fluid incompressibility

Erik Burman, +1 more
- 15 Jan 2009 - 
- Vol. 198, pp 766-784
TLDR
In this paper, the authors proposed a stabilized explicit coupling scheme for fluid-structure interaction problems involving a viscous incompressible fluid, which is based on Nitsche's method with a time penalty term giving L^2-control on the fluid pressure variations at the interface.
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This article is published in Computer Methods in Applied Mechanics and Engineering.The article was published on 2009-01-15 and is currently open access. It has received 199 citations till now. The article focuses on the topics: Added mass & Navier–Stokes equations.

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Citations
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Journal ArticleDOI

Immersed boundary methods for simulating fluid-structure interaction

TL;DR: Different IB approaches for imposing boundary conditions, efficient iterative algorithms for solving the incompressible Navier–Stokes equations in the presence of dynamic immersed boundaries, and strong and loose coupling FSI strategies are summarized and juxtapose.
Journal ArticleDOI

Nitsche's method for two and three dimensional NURBS patch coupling

TL;DR: In this paper, a Nitche's method is used to couple non-conforming two and three-dimensional non-uniform rational b-splines (NURBS) patches in the context of isogeometric analysis.
Journal ArticleDOI

The cardiovascular system: Mathematical modelling, numerical algorithms and clinical applications *

TL;DR: This review article will address the two principal components of the cardiovascular system: arterial circulation and heart function, and systematically describe all aspects of the problem, ranging from data imaging acquisition to the development of reduced-order models that are of paramount importance when solving problems with high complexity, which would otherwise be out of reach.
Journal ArticleDOI

Stable loosely-coupled-type algorithm for fluid-structure interaction in blood flow

TL;DR: A novel loosely coupled-type algorithm for fluid-structure interaction between blood flow and thin vascular walls that is based on a time-discretization via operator splitting which is applied, in a novel way, to separate the fluid sub- problem from the structure elastodynamics sub-problem.
Journal ArticleDOI

Parallel Algorithms for Fluid-Structure Interaction Problems in Haemodynamics

TL;DR: This work introduces a class of parallel preconditioners for the FSI problem obtained by exploiting the block-structure of the linear system and shows that the construction and evaluation of the devised preconditionser is modular.
References
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Journal ArticleDOI

An arbitrary lagrangian-eulerian finite element method for transient dynamic fluid-structure interactions

TL;DR: In this article, an arbitrary Lagrangian-Eulerian kinematical description of the fluid domain is adopted in which the grid points can be displaced independently of fluid motion.
Journal ArticleDOI

Added-mass effect in the design of partitioned algorithms for fluid-structure problems

TL;DR: A simplified model representing the interaction between a potential fluid and a linear elastic thin tube is considered, which reproduces propagation phenomena and takes into account the added-mass effect of the fluid on the structure, which is known to be source of numerical difficulties.
Journal ArticleDOI

Fluid structure interaction with large structural displacements

TL;DR: In this article, the authors propose to decompose the problem into a fluid and a structural part through an additive decomposition of the space of kinematically admissible test functions, which can be discretised in time by implicit, stable, energy conserving time integration schemes and solved by simple, iterative uncoupled algorithms.
Journal ArticleDOI

On the coupling of 3D and 1D Navier-Stokes equations for flow problems in compliant vessels

TL;DR: In this article, the authors propose an approach to couple the original 3D equations with a convenient 1D model for the analysis of flows in compliant vessels, which allows for a dramatic reduction of the computational complexity and is suitable for ''absorbing» outgoing pressure waves.
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Frequently Asked Questions (14)
Q1. What are the contributions mentioned in the paper "Stabilization of explicit coupling in fluid-structure interaction involving fluid incompressibility" ?

In this work the authors propose a stabilized explicit coupling scheme for fluid-structure interaction problems involving a viscous incompressible fluid. 

The key ingredient, to obtain such an added-mass uniform stability, is the time penalty term on the fluid pressure fluctuations the authors propose to add on the interface. 

The key ingredients for the stability of the method are:• the Nitsche treatment of the interface coupling conditions,• the addition of a weakly consistent penalization of the (time) fluid pressure fluctuations at the interface. 

The proof of Theorem 5.2 is based, exclusively, on the dissipation due to the Nitsche coupling and the time pressure penalization term. 

As regards accuracy, the order of the scheme is expected to be O(h 1 2 δt 1 2 ), due to the weak consistency of the stabilization term. 

The stabilized explicit scheme, with K ≥ 0 defect-correction iterations, applied to the non-linear coupled problem (49)-(51), is then given by the following iterative procedure. 

Despite the outstanding stability properties provided by the previous Lemma, implicit coupling has the major disadvantage of being too CPU-time consuming. 

for the stabilized explicit coupling scheme the convergence rate (in time) is expected to be O(δt 1 2 ), whereas for the implicit scheme an optimal O(δt) is assumed. 

Since the authors expect the error in time to be dominated by the contribution from the stabilization term, the error bound (41) should then take the formEn ≤ C [ E0 + ( γ0Tγµ) 1 2h 1 2 δt 1 2 ] . (44)In particular, since δt = O(h), the authors should haveEn ≤ C [ E0 + (CΣγ0T ) 1 2µ 1 2 γh ] . (45)RR n° 644522 E. Burman & M.A. Fernández• 

The authors notice that the explicit coupling is 8 times faster than the implicit coupling (involving an average of two Newton iterations per time step). 

In Section §5, the authors will show that the explicit coupling scheme can be stabilized by adding, to the fluid sub-problem, a suitable interface time-penalization term acting on the pressure. 

−Qn+1IMPLICIT∣∣ max0≤n≤N−1 ∣∣Qn+1IMPLICIT∣∣ , of the stabilized explicit coupling scheme (K = 0) with respect to the implicit coupling scheme (strongly enforced kinematic condition). 

This illustrates the impact of the optimality loss introduced by weak consistency of the stabilization term, present in the error estimate (44) with a loss of half-a-power in δt. 

By testing (21) with(vh, qh,wh, ẇh) = (un+1h , p n+1 h , ∂δtη n+1 h , ∂δtη̇ n+1 h ),using (22), multiplying by δt, replacing index n by m and summing over 0 ≤ m ≤ n − 1 and using the stability analysis of the implicit scheme (note that condition (23) implies (6)), the authors haveEn ≤E0 − γµ h δt n−1∑ m=0 ∫ Σ ( um+1h − umh ) · ∂δtηm+1h︸ ︷︷ ︸ T1− δt n−1∑ m=0 ∫ Σ ( σ(um+1h , p m+1 h )n− σ(umh , pmh )n ) · (um+1h − ∂δtηm+1h ) =E0 − T1 − δtn−1∑ m=0 ∫ Σ 2µ ( (um+1h )n− (umh )n ) · (um+1h − ∂δtηm+1h )︸ ︷︷ ︸ T2+ δt n−1∑ m=0 ∫ Σ(pm+1h − pmh )(um+1h − ∂δtηm+1h ) · n︸ ︷︷ ︸ T3 .(26)RR n° 644514 E. Burman & M.A. FernándezAs mentioned above, the term T1 involving the fluid velocity fluctuations at the interface can be handled using the Nitsche’s penalty coupling term.