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Computational Modeling of Ceramic-based Bone Tissue Engineering Scaffolds<br />

Doyle, H. 1 , McHugh, P.E. 1<br />

1 Department of Mechanical and Biomedical Engineering, <strong>NUI</strong> <strong>Galway</strong>, Ireland<br />

Email: h.doyle1@nuigalway.ie<br />

Abstract<br />

Biomaterial bone scaffolds are required to have a<br />

unique combination of stiff mechanical properties and<br />

high porosity to ensure cell differentiation. In this work,<br />

a finite element analysis is conducted to determine the<br />

effects of varying scaffold material properties and<br />

geometry on scaffold performance.<br />

1. Introduction<br />

Tissue engineering biomaterial scaffolds have the<br />

potential to facilitate the regeneration of damaged or<br />

diseased bone tissue. For effective scaffold<br />

performance, high porosity and pore interconnectivity<br />

are required to ensure cell penetration; in addition,<br />

adequate mechanical properties to support physiological<br />

loads during tissue regeneration are required.<br />

The aim of this research is to address the need for<br />

detailed micro-structural design of these scaffolds to<br />

optimize their performance, by using high-resolution<br />

computational modeling in combination with<br />

experimental analysis of manufactured bone scaffolds<br />

for validation.<br />

2. Methods<br />

High resolution finite element models of repeatable<br />

scaffold geometries [1] , see Fig. 1, were modeled under<br />

1% compression using Abaqus finite element (FE)<br />

software. Two different scaffold geometries (labeled the<br />

0/90 and Luxner geometries [1] ) were modeled, and each<br />

was run with three different material properties (PCL,<br />

PCL-Ha and Ha). The maximum and minimum<br />

principal stress and strain distributions were analyzed to<br />

compare the performance of the different geometries<br />

and materials.<br />

Figure 1: Scaffold geometries (a) 0/90 and (b)<br />

Luxner.<br />

3. Results<br />

The results of this analysis show a very similar strain<br />

distribution with mode values at -0.3% and +0.2% for<br />

maximum and minimum principal strain distributions<br />

65<br />

respectively for both geometries. The compressive<br />

stress results for both 0/90 and Luxner scaffolds are<br />

shown in Fig. 2. Both tensile and compressive stresses<br />

in the Luxner PCL-Ha scaffold were further away from<br />

the material strength than for other materials, and<br />

stresses were more evenly distributed in the 0/90 PCL-<br />

Ha scaffold compared to the other materials.<br />

Figure 2: Minimum principal stress results for 0/90<br />

and Luxner scaffolds.<br />

4. Conclusions<br />

These results indicate that the strains experienced by<br />

the scaffolds may not be very different. As the strain<br />

experienced by cells seeded on scaffolds has been<br />

shown to influence cell differentiation [2] , this may mean<br />

that cell differentiation in this case would be<br />

independent of material or geometry.<br />

Increasing the ceramic content of the scaffolds<br />

should, by rule of mixtures, increase scaffold stiffness.<br />

The results show this to be true for the 0/90 scaffold but<br />

not for the Luxner scaffold. The reasons for this result<br />

need to be studied further.<br />

Luxner PCL-Ha scaffold stresses were shown to be<br />

further away from the material strength than for the<br />

other materials indicating that it is less likely to fail and<br />

therefore more suitable for scaffold fabrication. Stops [2]<br />

has shown that stress concentrations in a scaffold can<br />

lead to failure. This suggests that failure is less likely to<br />

occur in the 0/90 PCL-Ha scaffold than for the other<br />

materials.<br />

7. Acknowledgements<br />

EMBARK scholarship from the Irish Research<br />

Council for Science, Engineering and Technology.<br />

8. References<br />

[1] Cahill, S., M.Eng.Sc., <strong>NUI</strong> <strong>Galway</strong>, 2009.<br />

[2] Stops, A. PhD, <strong>NUI</strong> <strong>Galway</strong>, 2009.

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