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International Journal of Bioprinting                                  Different modeling of porous scaffolds







































            Figure 8. Comparison of mechanical performance of different scaffolds. (A) Yield strength of scaffolds. (B) Ultimate strength of scaffolds. (C) Elastic
            modulus of scaffolds. (D) Comparison of the mechanical properties of scaffolds prepared in this study with porous titanium scaffolds prepared in other
            published study. 47,51-56  Abbreviations: D, Diamond; G, Gyroid; IW-P, I-graph-wrapped package; P, Primitive.



            compared to the existing scaffolds, from which it can be   Different scaffolds exhibit permeability values in the
            seen  that,  compared  to  scaffolds  prepared  in  published   range of 0.88–1.93 × 10 m . In comparison, the average
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            works, 47,51-56  the modulus of the porous scaffolds prepared   permeability of human trabecular bone falls within the
            in this work is closer to that of cancellous bone under the   range of 0.29–3.91 × 10 m .  Therefore, it is evident that
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            condition of close porosity. The range of strength variation   the permeability of the porous scaffolds designed in this
            is also larger, showing the potential of the minimal surface   study meets the requirements of human skeletal structures.
            unit and modeling strategy for performance tuning.  In terms of the filled structure, the permeability levels,
                                                               from highest to lowest, are as follows: IW-P (1.91 × 10 m )
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               The elongation of the thickened scaffolds for G and IW-P   -9   2         -9   2          -9   2
            structures is slightly higher than that of the filled scaffolds,   > P (1.79 × 10 m ) > G (1.66 × 10 m ) > D (1.52 × 10 m ).
                                                               Here, the main reason for the greater permeability of the
            with strains increasing from 8.60% and 6.01% to 10.94%   IW-P-filled scaffolds than the P-filled scaffold structures is
            and 9.43%, respectively. For P and D surface structures, the   the greater number and concentration of pores in the IW-P
            fracture strain of the filled structure is higher than that of   for the same inflow area (as shown in Figure 5A and D). For
            the thickened structure due to its structural characteristics.   the  thickened structure,  the permeability levels  between
            The material’s toughness determines its ability to absorb   different units are as follows, from highest to lowest: G
            energy and undergo plastic deformation without breaking.   (1.01 × 10 m ) > IW-P (0.97 × 10 m ) > P (0.94 × 10 m )
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            High toughness can prevent catastrophic failures caused   > D (0.88 × 10 m ). In terms of modeling strategies, the
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            by unexpected overloads or localized strains, an attribute   porous scaffolds created using the filling method exhibit
            beneficial for the development of stable implants. 3
                                                               higher permeability compared to the thickened scaffolds.
            3.3. Penetration properties of the scaffolds       Compared with the existing work 47,58,59  (as shown in
            Figure 9A shows the permeability of scaffolds obtained   Figure 9B), the porous scaffolds prepared in this study
            through the falling head method. It can be seen that the   maintained high permeability with lower porosity. It was
            unit structure and modeling strategy have a significant   demonstrated that the minimal surface porous scaffolds
            impact on the permeability of the scaffolds.       constructed  by both  filling and  thickening  modeling
            Volume 10 Issue 3 (2024)                       435                                doi: 10.36922/ijb.2565
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