Mechanical and structural characterisation of completely degradable polylactic acid/calcium phosphate glass scaffolds

被引:56
作者
Charles-Harris, Montse
del Valle, Sergio
Hentges, Emilie
Bleuet, Pierre
Lacroix, Damien
Planell, Josep A.
机构
[1] Inst Bioengn Catalonia, Barcelona 08028, Spain
[2] Univ Politecn Cataluna, Dept Mat Sci, E-08028 Barcelona, Spain
[3] European Synchrotron Radiat Facil, F-38043 Grenoble, France
关键词
synchrotron x-ray microtomography; mechanical test; biodegradable glass; scaffold; finite element analysis;
D O I
10.1016/j.biomaterials.2007.06.029
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
This study involves the mechanical and structural characterisation of completely degradable scaffolds for tissue engineering applications. The scaffolds are a composite of polylactic acid (PLA) and a soluble calcium phosphate glass, and are thus completely degradable. A factorial experimental design was applied to optimise scaffold composition prior to simultaneous microtomography and micromechanical testing. Synchrotron X-ray microtomography combined with in situ micromechanical testing was performed to obtain three-dimensional 3D images of the scaffolds under compression. The 3D reconstruction was converted into a finite element mesh which was validated by simulating a compression test and comparing it with experimental results. The experimental design reveals that larger glass particle and pore sizes reduce the stiffness of the scaffolds, and that the porosity is largely unaffected by changes in pore sizes or glass weight content. The porosity ranges between 93% and 96.5%, and the stiffness ranges between 50 and 200 kPa. X-ray projections show a homogeneous distribution of the glass particles within the PLA matrix, and illustrate pore-wall breakage under strain. The 3D reconstructions are used qualitatively to visualise the distribution of the phases of the composite material, and to follow pore deformation under compression. Quantitatively, scaffold porosity, pore interconnectivity and surface/volume ratios have been calculated. Finite element analysis revealed the stress and strain distribution in the scaffold under compression, and could be used in the future to characterise the mechanical properties of the scaffolds. (c) 2007 Published by Elsevier Ltd.
引用
收藏
页码:4429 / 4438
页数:10
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