Fluid-Structure Interaction Chapter 3: Two-Way Coupling

This chapter introduces two-way (strong) fluid–structure interaction, where fluid and structural solvers exchange data in both directions within each time step until interface equilibrium is achieved. The chapter explains partitioned coupling algorithms, explicit and implicit coupling schemes, mesh motion strategies, and stabilization techniques. Special emphasis is placed on numerical stability, added-mass effects, convergence control, and industrial best practices for co-simulation.

 

What Makes Two-Way FSI Fundamentally Different

In two-way FSI:

  • Fluid loads deform or move the structure

  • Structural motion modifies the fluid domain

  • The modified flow changes the loads again

This creates a closed feedback loop that must be resolved iteratively within each time step.

Key consequence:

The solution is no longer a simple sequential execution — it is a nonlinear coupled problem.


Monolithic vs Partitioned Two-Way Coupling

3.1 Monolithic Approach (Conceptual Ideal)

In monolithic FSI:

  • Fluid, structure, and mesh equations are assembled into one system

  • All unknowns are solved simultaneously

Advantages:

  • Excellent numerical stability

  • Exact enforcement of interface conditions

Limitations:

  • Extremely complex

  • Prohibitive for industrial geometries

  • Rarely used outside research codes

3.2 Partitioned Approach (Industrial Standard)

In partitioned coupling:

  • CFD and structural solvers remain independent

  • Data is exchanged at the interface

  • Iterations enforce consistency

This is the basis of ANSYS System Coupling and nearly all industrial FSI workflows.


Interface Variables and Coupling Logic

At the fluid–structure interface:

  • Kinematic quantities
    Displacements and velocities (structure → fluid)

  • Dynamic quantities
    Forces and stresses (fluid → structure)

Two-way coupling alternates:

Given displacements → compute forces → update displacements → repeat

This corresponds to a Dirichlet–Neumann coupling.


Explicit vs Implicit Coupling

5.1 Explicit (Weak) Two-Way Coupling

Explicit schemes:

  • Perform a fixed number of solver calls per time step

  • Do not fully enforce equilibrium

Characteristics:

  • First-order accurate in time

  • Conditionally stable

  • Sensitive to added-mass effects

They are rarely sufficient for incompressible flows or light structures.

5.2 Implicit (Strong) Two-Way Coupling

Implicit schemes:

  • Iterate fluid–structure exchange until convergence

  • Recover the monolithic solution in a partitioned way

Characteristics:

  • Stable for strongly coupled problems

  • Higher computational cost

  • Mandatory for most practical FSI cases

System Coupling implements implicit partitioned coupling.


Partitioned Coupling Schemes (Conceptual Overview)

Several staggered schemes exist:

  • Serial vs parallel execution

  • Improved vs conventional formulations

  • Predictor–corrector variants

Key idea:

  • All schemes attempt to approximate the monolithic solution

  • Stability depends more on physics than on scheme choice

For practical work:

  • Theoretical scheme selection matters less than stabilization and time stepping.


Added-Mass Effect and Instability

7.1 Physical Origin

Added-mass instability occurs when:

  • Fluid inertia is comparable to or larger than structural inertia

  • Typical in incompressible flows with light structures

Physically:

  • The fluid resists structural acceleration

  • This resistance feeds back instantly

  • Explicit exchange becomes unstable

7.2 Practical Consequences

Added-mass effects cause:

  • Diverging oscillations

  • Pressure spikes

  • Non-convergent coupling iterations

Rule of thumb:

Incompressible flow + flexible structure ⟶ strong coupling required.


Iterative Structure of a Two-Way FSI Simulation

A transient two-way FSI simulation has three nested loops:

  1. Time loop
    Advances physical time

  2. Coupling loop
    Iterates fluid ↔ structure exchange

  3. Field loop
    Converges each solver internally

Understanding these loops is critical for diagnosing convergence problems.


Mesh Motion in Two-Way FSI

Structural motion requires mesh update in the fluid domain.

9.1 Mesh Deformation (Smoothing)

Mesh connectivity is preserved; nodes are moved smoothly.

Common methods:

  • Spring analogy

  • Elastic (pseudo-solid) analogy

  • Laplacian smoothing

  • Radial basis functions (RBF)

Used when:

  • Deformations are moderate

  • Topology does not change

9.2 Remeshing

Required when:

  • Mesh quality degrades

  • Large deformation or contact occurs

More robust but:

  • Computationally expensive

  • Can introduce numerical noise


System Coupling: Practical Implementation

10.1 What System Coupling Does

System Coupling:

  • Manages data exchange

  • Controls coupling iterations

  • Enforces convergence of transferred quantities

Transferred data includes:

  • Forces

  • Displacements

  • Temperatures

  • Heat flow and HTC

10.2 Conservation and Mapping

  • Force and heat flow transfers are conservative

  • Displacement mapping preserves profiles

  • Non-matching meshes are supported via GGI mapping


Convergence in Two-Way FSI

11.1 What “Converged” Means

A time step is converged only when:

  • CFD fields are converged

  • Structural fields are converged

  • Interface data transfers are converged

Neglecting any of these leads to misleading results.

11.2 Monitoring Convergence

Key indicators:

  • Force and displacement history at interfaces

  • Saw-tooth convergence pattern within time steps

  • Residuals alone are insufficient


Stabilization Techniques

12.1 Under-Relaxation

  • Reduces amplitude of exchanged updates

  • Useful mainly for steady problems

  • Limited effectiveness for strong transient instabilities

12.2 Load Ramping

  • Gradually applies fluid loads

  • Prevents violent startup transients

  • Very effective for flexible structures

12.3 Time Step Control

Time step selection is critical:

  • Too large → instability

  • Too small → stronger added-mass coupling

Counter-intuitive result:

Reducing the time step can worsen FSI stability .


Industrial Applications of Two-Way FSI

Typical use cases:

  • Aeroelastic wings and blades

  • Vortex-induced vibrations

  • Sloshing tanks

  • Offshore risers and jumper pipes

  • Fatigue and lifetime assessment

In these cases:

  • One-way coupling fails

  • Two-way coupling is mandatory for realism


Engineering Intuition

  • Two-way FSI is about numerical stability as much as physics

  • Most failures occur at startup

  • Initialization strategy matters more than solver settings

  • Start simple, then increase coupling strength

Rule of thumb:

If the structure moves and the flow reacts, iterate until equilibrium.


Study Priorities

If short on time, focus on:

  1. Difference between explicit and implicit coupling

  2. Added-mass instability

  3. Three-loop structure of FSI simulations

  4. Mesh motion strategies

  5. Convergence monitoring beyond residuals

  6. Stabilization techniques


Key Takeaways

  • Two-way FSI requires iterative coupling within each time step.

  • Partitioned implicit coupling is the industrial standard.

  • Added-mass effects drive instability.

  • Mesh motion is a core part of FSI, not a detail.

  • Convergence must be checked at the interface, not only inside solvers.

  • Robust FSI is built on physics-aware numerical choices.

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