2005
DOI: 10.1016/j.cad.2005.02.005
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Creation of a unit block library of architectures for use in assembled scaffold engineering

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Cited by 97 publications
(57 citation statements)
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“…In the second part of the study, microstructural models of three different scaffold architectures were used, based on those used in the literature (Bucklen et al, 2008;Luxner et al, 2005;Wettergreen et al, 2005). Unit cells for different architectures were generated for each scaffold, as shown in Figure 2.…”
Section: Model Applicationsmentioning
confidence: 99%
“…In the second part of the study, microstructural models of three different scaffold architectures were used, based on those used in the literature (Bucklen et al, 2008;Luxner et al, 2005;Wettergreen et al, 2005). Unit cells for different architectures were generated for each scaffold, as shown in Figure 2.…”
Section: Model Applicationsmentioning
confidence: 99%
“…The gradient and uniform porous scaffolds can be designed using traditional CAD (Computer Aided Design) and include the use of open cellular foams [26,27] and periodic uniform unit cells based on platonic solids [28][29][30]. Other techniques, such as implicit surface modelling [31][32][33] and topology optimized scaffolds [18,34], are also gaining in popularity.…”
Section: Introductionmentioning
confidence: 99%
“…As the scaffold properties may be required to be both heterogeneous and anisotropic, an idea currently been explored in the literature is to have a library of scaffold structures, with known geometric, mechanical, and fluid flow properties, that can be assembled together according to the needs of the application. Chua et al have demonstrated the feasibility of such a library [7], while Wettergreen et al have shown the potential use of Finite Element Analysis (FEA) in predicting scaffold properties by using FEA to examine the effective moduli and stress distribution of different scaffolds structures that could be assembled together [9]. However, to the authors knowledge, only Williams et al [5] and Luxner et al [6] have reported on comparisons of FE predictions of scaffold performance to actual results obtained from experimental examination and both groups confined their research to FE predictions for the effective modulus.…”
Section: Introductionmentioning
confidence: 99%