A. Scientific challenges and objectives
In most applications, capsules are
suspended in a carrying fluid (figure 1a). When the suspension is flowing, the particles
deform in a complex manner under the hydrodynamic stresses. Modeling the motion and deformation
of a capsule in flow is a difficult non-linear problem, as non-conventional
fluid-structure interactions intervene: the fluid motion is governed by viscous
effects, the structure is undergoing large deformation and inertial effects are
negligible. The assumptions that are typically made are:
Assuming the capsule wall as an
elastic surface without bending rigidity is only valid as long as the membrane
is under traction. When the membrane experiences in plane compression in one
direction, it tends to fold and buckle, these phenomena being governed by its
bending rigidity. The existence of such phenomena has been demonstrated
experimentally (figure 1b). The problem is that they tend to make unstable
numerical codes based on a membrane model.
The objective has therefore been to
develop a new coupling method (solving for the fluid-structure interactions)
that remains numerically stable in zones of compression and that has a very
precision.
a. b.

Figure
1: Ovalbumin-membrane capsules. (a)
Capsules in suspension in a liquid at rest. (b) Capsule flowing in a tube: folds form in the azimuthal direction.
(UMR CNRS 6600)
B. New fluid-structure coupling strategy
We introduce a new numerical method
to model the fluid–structure interaction between a microcapsule and an external
flow. An explicit finite element method is used to model the large deformation
of the capsule wall, which is treated as a bidimensional hyperelastic membrane.
It is coupled with a boundary integral method to solve for the internal and
external Stokes flows. Our results are compared with previous studies in two
classical test cases: a capsule in a simple shear flow and in a planar hyperbolic
flow. The method is found to be numerically stable, even when the membrane
undergoes in-plane compression, which had been shown to be a destabilizing
factor for other methods. The stiffness introduced by the numerical method
contributes to the stability of the problem because it enriches the membrane
model with some bending stiffness. It allows the numerical procedure to remain stable
during transient phases when in-plane compression and high curvatures may
render other methods unstable. It also has the advantage that steady states
with negative tensions can be computed and studied. While it stabilizes the
numerical procedure, the stiffness introduced by the elements is a byproduct of
the numerical method and cannot be controlled or used to model the physical
bending stiffness of a capsule.
The results are in very good agreement
with the literature. When the capillary number, ratio of the fluid viscous forces to the
membrane elastic forces, is increased, three regimes are found for both flow cases (Figure 2).
Our method allows a precise characterization of the critical parameters
governing the transitions.
a.
b.
c. 
Figure
2: Deformed shape of an initially spherical capsule in a linear shear
flow at steady state (neo-Hookean membrane law). Persistence of
compressive normal forces at low (a) and high (c) values of the capillary number.
C. Influence of internal viscosity on the large deformation and buckling
of a spherical capsule in a simple shear flow
We numerically studied the motion
and deformation of a spherical elastic capsule freely suspended in a simple
shear flow, focussing on the effect of the internal-to-external viscosity
ratio. For low viscosity ratios, the internal viscosity no longer affects the
capsule deformation. Inversely, for large viscosity ratios, the slowing effect
of the internal motion lowers the overall capsule deformation; the deformation
is asymptotically independent of the flow strength and membrane behaviour. An important
result is that increasing the internal viscosity leads to membrane compression and
possibly buckling. Above a critical value of the viscosity ratio, compression
zones are found on the capsule membrane for all flow strengths. This shows that
very viscous capsules tend to buckle easily.
D. Ellipsoidal capsules in simple shear flow: prolate versus oblate initial shapes

E. Flow of a spherical capsule in a pore with circular or square cross-section
F. Comparison between spring network models and continuum constitutive
laws: application to the large deformation of a capsule in shear flow
Recently, many researchers have used
discrete spring network models to express the membrane mechanics of capsules
and biological cells. However, it is unclear whether such modeling is
sufficiently accurate to solve for capsule deformation. We examined the
correlations between the mechanical properties of the discrete spring network
model and continuum constitutive laws. We first compared uniaxial and isotropic
deformations of a two-dimensional sheet, both analytically and numerically. The
2D sheet was discretized with four kinds of mesh to analyze the effect of the
spring network configuration (Figure 4). We derived the relationships between
the spring constant and continuum properties, such as the Young modulus,
Poisson ratio, area dilation modulus and shear modulus. It was found that the
mechanical properties of spring networks are strongly dependent on the mesh
configuration. We then calculated the deformation of a capsule under inflation
and in a simple shear flow in the Stokes flow regime, using various membrane
models. To achieve high accuracy in the flow calculation, the boundary-element
method was used. Comparing the results between the different membrane models,
we found that it is hard to express the area incompressibility observed in
biological membranes using a simple spring network model.

Figure 4: Configurations of spring network used for the discrete model: cross, cross center, regular triangle, unstructured