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:
Time loop
Advances physical timeCoupling loop
Iterates fluid ↔ structure exchangeField 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:
Difference between explicit and implicit coupling
Added-mass instability
Three-loop structure of FSI simulations
Mesh motion strategies
Convergence monitoring beyond residuals
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.

