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4.6 Inflation of a Balloon
This is a classical example discussed in different places in the literature (see e.g. (Holzapfel
2000), (Beatty 1987) and (Verron et al. 2001)). The geometry is depicted in Figure 4.8.
The undeformed radius and thickness are 10 m and 0.1 m respectively.
Assume that we select a St Venant–Kirchhoff material, that is, a linear elastic isotropic
material, satisfying
E = 1
E
[−ν(trS)G + (1 + ν)S] . (4.273)
Consider a material particle of the balloon on the X-axis. Because of symmetry conditions,
we have S12 = S23 = S13 = 0 and S22 = S33 = S. Furthermore, the balloon is assumed to
be in plane stress, S11 = 0. Accordingly, Equation (4.273) leads to the following strains:
E22 = E33 = _1 − ν
E
_
S (4.274)
E11 = −2ν
E
S (4.275)
E12 = E13 = E23 = 0. (4.276)
HYPERELASTIC MATERIALS 213
p
r = λR
tλt
σ σ
R = 10.0 m
t = 0.1 m
X, x
Y, y
Figure 4.8 Geometry of the balloon
The stretch can be obtained from Equation (1.45):
λ(N) = _(2EKL + 1)NKNL (4.277)
yielding for the circumferential stretch (take N in Y-direction)
λ =
_
2_1 − ν
E
_
S + 1 (4.278)
and for the thickness stretch
λt =
__1 − 4ν
E
S
_
. (4.279)
Taking λ = r/R as the independent variable during the inflation of the balloon, the Piola–
Kirchhoff stress of the second kind can be obtained from Equation (4.278):
S = E(λ2 − 1)
2(1 − ν)
. (4.280)
Expressing the equilibrium of a hemisphere, one obtains
pπr2 = S(2πR)t (4.281)
from which the pressure p results:
p = S
(2Rt)
r2
= Et
R(1 − ν)
_1 − 1
λ2
_
. (4.282)
214 HYPERELASTIC MATERIALS
This is a monotonic increasing function of λ. Substituting Equation (4.278) into Equation
(4.279), one obtains an expression for the thickness stretch of the balloon:
λt =
_
1 − 2ν(λ2 − 1)
(1 − ν)
. (4.283)
Surprisingly enough, λt is zero for
λ = (1 − ν
2ν
+ 1. (4.284)
If ν = 0.5, the thickness of the balloon is reduced to zero for λ =
√
3/2. This corresponds
to an infinite circumferential Cauchy stress. It is well known that the circumferential stretch
during inflation can reach values up to 10 and higher. Accordingly, the St Venant–Kirchhoff
material is not suited to model balloon behavior.
In Chapter 1, it was emphasized that ν = 0.5 represents isochoric deformation for
infinitesimal strains only. The real isochoric condition is J = 1. This can be illustrated
by noticing that for the balloon
J = λtλ2 = λ2
_
1 − 2ν(λ2 − 1)
(1 − ν)
. (4.285)
Substituting ν = 0.5, one obtains
Jν=0.5 = λ2_3 − 2λ2. (4.286)
The plot of this function in Figure 4.9 shows that ν = 0.5 is indeed a bad approximation
for isochoric behavior as soon as the stretch deviates markedly from λ = 1.
To model true balloon behavior, recourse must be taken to hyperelastic laws such as
the Neo-Hooke or Mooney–Rivlin law. The following constants are taken
neo-Hooke: B10 = 211 250. Pa, D1 = 0.2367 × 10−6 Pa−1 (4.287)
Mooney–Rivlin: B10 = 184 843.75 Pa, B01 = 26 406.25 Pa,
D1 = 0.2367 × 10−6 Pa−1. (4.288)
The isochoric constants are taken from (Holzapfel 2000), the volumetric constants are such
that the equivalent Poisson coefficient amounts to ν = 0.475. Only one-eighth of the balloon
was modeled using seventy-five 20-node brick elements with reduced integration (one layer
across the thickness). The pressure as a function of the circumferential stretch is plotted
in Figure 4.10 and agrees well overall with the analytical predictions for incompressible
material in (Holzapfel 2000). The neo-Hooke curve is about 6% lower than the analytical
prediction. This also applies to the Mooney–Rivlin model for small stretches up to the
local maximum at a stretch of approximately 1.5. For higher stretch, the present curve does
not show the local minimum with the renewed pressure increase obtained in (Holzapfel
2000). This is attributed to the volumetric term. Notice that both models predict a local
pressure maximum. This phenomenon, which was not predicted by the St Venant–Kirchhoff
HYPERELASTIC MATERIALS 215
0
0
1
1
0.2
0.2
0.4
0.4
0.6
0.6
0.8
0.8
1.2
1.2
Jν=0.5
λ
Figure 4.9 Jacobian determinant during deformation for a St Venant–Kirchhoff material
0
1
1
2
2
3
3
4
4
5
5
6
6
7 8 9
λ
p/1000 (Pa)
neo-Hooke
Mooney–Rivlin
Figure 4.10 Pressure in the balloon
216 HYPERELASTIC MATERIALS
material description, is well known: inflating a party balloon, the initial pressure is quite
high, but decreases significantly after some stretching takes place. Because its behavior is
not monotonic, the pressure cannot be taken as an independent variable during the finite
element calculation. The radial forces in the nodes of the mesh are taken instead since they
continuously increase.
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