A stable partitioned FSI algorithm for incompressible flow and deforming beams
L. Li, W. D. Henshaw, J. W. Banks, D. W. Schwendeman, G.A. Main

TL;DR
This paper introduces a second-order accurate, stable added-mass partitioned algorithm for fluid-structure interaction problems coupling incompressible flows with elastic beams, effective even with light structures and strong added-mass effects.
Contribution
The paper presents a novel stable AMP scheme for FSI problems that avoids sub-time-step iterations and handles large deformations with a mixed Eulerian-Lagrangian approach.
Findings
The AMP scheme is unconditionally stable regardless of fluid-to-structure mass ratio.
The scheme achieves second-order accuracy in both space and time.
Benchmark problems confirm the stability and accuracy of the proposed method.
Abstract
An added-mass partitioned (AMP) algorithm is described for solving fluid-structure interaction (FSI) problems coupling incompressible flows with thin elastic structures undergoing finite deformations. The new AMP scheme is fully second-order accurate and stable, without sub-time-step iterations, even for very light structures when added-mass effects are strong. The fluid, governed by the incompressible Navier-Stokes equations, is solved in velocity-pressure form using a fractional-step method; large deformations are treated with a mixed Eulerian-Lagrangian approach on deforming composite grids. The motion of the thin structure is governed by a generalized Euler-Bernoulli beam model, and these equations are solved in a Lagrangian frame using two approaches, one based on finite differences and the other on finite elements. Special treatment of the AMP condition is required to couple the…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
