Inflation of an artery modelled as a hyperelastic cylinder
Humphrey, J. D. (2013). Cardiovascular solid mechanics: cells, tissues, and organs. Springer Science &
Business Media
Holzapfel, Gasser, Ogden 2000
𝐹 = 𝐹2𝐹1
𝐹2?
If we neglect torsion/twisting: 𝑟𝛾 = 0
𝜆 is the axial stretch
𝐹2= [
𝜌
𝑟𝜆 0 0 0 𝑟
𝜌 0 0 0 𝜆]
Cauchy stress
𝜎 = [
𝜎𝑟𝑟 0 0 0 𝜎𝜃𝜃 0 0 0 𝜎𝑧𝑧
]
Thick wall, there is no simple expression relating 𝜎 to the loads:
Pressure 𝑃 Axial load 𝑁
Integrating local equilibrium, we get:
Incompressible Hyperelasticity:
Strain energy density (equation 10.8 Beatty’s paper)
𝛽 = 0
𝜎 = 2𝜕ℎ
𝜕𝐼1𝐹2𝐹2𝑇+ 𝑐𝐼
𝜎 = 2𝜕ℎ
𝜕𝐼1 [ (𝜌
𝑟𝜆)
2
0 0
0 (𝑟 𝜌)
2
0 0 0 𝜆2]
+ 𝑐 [
1 0 0 0 1 0 0 0 1 ]
𝜎𝑟𝑟= 2𝜕ℎ
𝜕𝐼1(𝜌 𝑟𝜆)
2
+ 𝑐
𝜎𝜃𝜃 = 2𝜕ℎ
𝜕𝐼1(𝑟 𝜌)
2
+ 𝑐
𝑃 = ∫ 2𝜕ℎ
𝜕𝐼1
[(𝑟 𝜌)
2
− (𝜌 𝑟𝜆)
2
]𝑑𝑟 𝑟
𝑟+ℎ 𝑟
We can complete with the expression of N and then find the relationship between P and the stretch How can we solve that?
Numerical Euler integration in Matlab
There is no analytical solution?
Yes with thin wall (h<<r) This is ok if h/r<0.1
For instance the human aorta h=1.5mm (in vivo, deformed) r=15 mm (in vivo, deformed) but if it is undeformed H = 2mm
R=10mm It does not work
Constant stress across the thickness (no integration)
𝜎 = 2𝜕ℎ
𝜕𝐼1 [ (𝜌
𝑟𝜆)
2
0 0
0 (𝑟 𝜌)
2
0 0 0 𝜆2]
+ 𝑐 [
1 0 0 0 1 0 0 0 1 ]
𝜎 = 2𝜕ℎ
𝜕𝐼1 [ (1
𝜇𝜆)
2
0 0 0 𝜇2 0 0 0 𝜆2]
+ 𝑐 [
1 0 0 0 1 0 0 0 1 ]
Laplace law
𝜎𝜃𝜃=𝑃𝑟 ℎ
Radial equilibrium
−𝑃 ≤ 𝜎𝑟𝑟≤ 0
Thin wall:
𝑟 ℎ≫ 1
𝑃𝑟 ℎ ≫ 𝑃
𝜎𝜃𝜃 ≫ 𝜎𝑟𝑟
𝜎 ≈ [
0 0 0
0 𝑃𝑟
ℎ 0
0 0 𝜎𝑧𝑧 ]
Then:
𝜎𝑟𝑟≈ 0
𝑐 ≈ −2𝜕ℎ
𝜕𝐼1(1 𝜇𝜆)
2
𝜎 = 2𝜕ℎ
𝜕𝐼1[
0 0 0
0 𝜇2− (1 𝜇𝜆)
2
0
0 0 𝜆2
]
𝑃𝜌
𝐻 𝜆𝜇2= 2𝜕ℎ
𝜕𝐼1
[𝜇2− (1 𝜇𝜆)
2
]
𝐻 is the initial thickness 𝜌 is the initial radius Then we get P
𝑃 = 2𝐻 𝜌
𝜕ℎ
𝜕𝐼1 1
𝜆[1 − ( 1 𝜇2𝜆)
2
] If we use the exponential density function of biological tissues:
ℎ(𝐼1− 3) = 𝜇0
2𝛾[𝑒𝛾(𝐼1−3) − 1]
𝑃 =𝜇0 𝜆
𝐻
𝜌𝑒𝛾(𝐼1−3) [1 − ( 1 𝜇2𝜆)
2
]
𝐼1= (1 𝜇𝜆)
2
+ 𝜆2+ 𝜇2
If we do not apply an axial stretch: 𝜆 = 1
𝑃 = 𝜇0
𝐻
𝜌𝑒𝛾(𝐼1−3) [1 − 1 𝜇4]
If we apply an axial stretch: 𝜆 > 1 (arteries are always stretched axially)
𝑃 =𝜇0 𝜆
𝐻
𝜌𝑒𝛾(𝐼1−3) [1 − ( 1 𝜇2𝜆)
2
]
How to solve for 𝐹1?
Incompressibility
𝜎 = 2𝜕ℎ
𝜕𝐼1 [ (Θ0𝑅
Λ𝜋𝜌)
2
0 0
0 (𝜋𝜌 Θ0𝑅)
2
0
0 0 Λ2]
+ 𝑐 [
1 0 0 0 1 0 0 0 1 ]
We have 2 equations: P=0 and N=0 (load-free configuration) Solving these 2 equations will yield: 𝑐 and Λ
This problem can only be solved numerically using Euler integration