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ACME 2011 Proceedings of the 19 UK National Conference of the ...

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2 MODEL<br />

In an effort to keep an acceptable balance between <strong>the</strong> model’s complexity and <strong>the</strong> salient features it<br />

is able to capture, an anisotropic hyperelastic biphasic swelling model is derived for <strong>the</strong> intervertebral<br />

disc. As <strong>the</strong> proteoglycans undergo <strong>the</strong> same deformations as <strong>the</strong> solid matrix, <strong>the</strong> osmotic pressure<br />

is constitutively determined from <strong>the</strong> deformation ra<strong>the</strong>r than a distinct phase. This <strong>of</strong>fers <strong>the</strong> advantages<br />

<strong>of</strong> requiring less material parameters than tri- and quadri-phasic models and keeps <strong>the</strong> number<br />

<strong>of</strong> degrees <strong>of</strong> freedom relatively low while still accounting for <strong>the</strong> fluid flow, finite deformations and<br />

electro-chemomechanically driven effects.<br />

The biphasic swelling model is based on Ehlers’s <strong>the</strong>ory [2]. The linear momentum and mass balance<br />

equations are derived for both <strong>the</strong> fluid and solid phases and <strong>the</strong>n combined toge<strong>the</strong>r using <strong>the</strong> principles<br />

<strong>of</strong> mixture <strong>the</strong>ory for saturated and intrinsically incompressible materials. We subsequently obtain Eq.<br />

(1) that reflects <strong>the</strong> coupled nature <strong>of</strong> <strong>the</strong> system (solid stress σ e coupled with <strong>the</strong> osmotic pressure ∆π<br />

and <strong>the</strong> fluid pressure p in <strong>the</strong> momentum equation; solid velocity coupled with relative fluid velocity<br />

in <strong>the</strong> mass balance equation).<br />

� div (σ e − (∆π + p) I) = 0<br />

div � v solid + w � = 0<br />

The fluid flow is described using Darcy’s law in its classical form (Eq. 2), with a strain-dependent<br />

permeability [5]. The constitutive model <strong>of</strong> <strong>the</strong> osmotic pressure is an isotropic generalisation <strong>of</strong> recent<br />

experimental work [3]; because <strong>the</strong> osmotic pressure is directly related to <strong>the</strong> concentration <strong>of</strong> <strong>the</strong><br />

negative charges that are ”attached” to <strong>the</strong> solid phase, it is inversely proportional to <strong>the</strong> volume change<br />

J = det (F) <strong>of</strong> <strong>the</strong> mixture (Eq. 3).<br />

w = −k∇p with k = k0e M(J−1)<br />

∆π = ∆π0<br />

J<br />

An additive split between <strong>the</strong> matrix and fibre contributions is adopted for <strong>the</strong> solid phase:<br />

Wsolid(C, I4, I6) = Wiso(C) + Waniso(I4, I6), where <strong>the</strong> 4 th and 6 th invariants <strong>of</strong> <strong>the</strong> right-Cauchy-<br />

Green tensor measure <strong>of</strong> <strong>the</strong> square <strong>of</strong> <strong>the</strong> fibre’s stretch (Iα = C : (a ⊗ a) where aα is <strong>the</strong> direction<br />

<strong>of</strong> fibre α in <strong>the</strong> reference configuration). In a first approach, <strong>the</strong> solid phase is defined using a Neo-<br />

Hookean material while <strong>the</strong> fibres are described using an exponential model [1], which accounts for <strong>the</strong><br />

fact that <strong>the</strong> fibres provide stiffness in tension only:<br />

⎧<br />

⎨<br />

⎩<br />

Waniso(I4, I6) = 0 if Ii ≤ 1, i ∈ {4, 6}<br />

Waniso(I4, I6) = � � �<br />

exp k2 (Iα − 1) 2�<br />

�<br />

− 1 if Ii > 1, i ∈ {4, 6}<br />

α<br />

k1<br />

2k2<br />

Material properties for this model were obtained from an iterative best-fit <strong>of</strong> Holzapfel’s experimental<br />

results [4]. The 1D stress-stretch curve <strong>of</strong> a single lamellar sample are plotted on Fig.2. It is interesting<br />

to notice that <strong>the</strong> fibre’s stiffness depends not only on <strong>the</strong> fibre stretch but also <strong>the</strong> polar angle (Fig. 2).<br />

The set <strong>of</strong> coupled nonlinear equations is discretised in space (noting <strong>the</strong> Babuska-Brezzi condition)<br />

and in time using a finite difference scheme. The consistently linearised problem is finally implemented<br />

in a three-dimensional finite element scheme for high performance computing. An incremental solution<br />

scheme is adopted.<br />

(1)<br />

(2)<br />

(3)<br />

(4)<br />

26

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