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International Journal of Bioprinting                                    Permeability of NiTi gyroid scaffolds






















































            Figure 3. Micro-CT cross-sections of sample 302 with color-coded pore sizes. (a) x–y plane, (b) x–z plane, (c) y–z plane (red arrows indicate sintered
            particles); (d) absolute and relative deviations of pores size for all samples; (e) deviation distribution by surface area for samples with 2.5 mm unit cell.
            Abbreviation: BD, building direction.

            scaffolds, authors used relative density as the parameter   most pore sizes are in a narrow range of 1025–1075 μm.
            for the design of the structures; however, porosity does not   Observed pores with diameters exceeding 1075 μm
            define structure explicitly. In the present research, average   (marked with dark yellow) are uniformly distributed
            wall  thickness  and unit cell  size  were  used  as  the  more   throughout the volume, indicating the absence of local
            convenient parameters for structure definition for further   flaws in the LPBF samples. Gyroids are known to be self-
            applications.                                      supporting structures as far as most of the struts have
                                                               inclined angles higher than 45°, as shown in  Figure 3b.
            3.1. Defect analysis and accuracy of manufacturing  However, the interconnections of struts are accumulating
            In Figure 3, the results of micro-CT analysis are depicted   higher deviations from the prescribed design on the
            with an emphasis on the pore size evaluation since it has   downskin surfaces due to sintered particles demonstrated
            the most significant influence on the mass-transport and   in Figure 3c with red arrows.
            cytocompatibility properties. Rendered X-ray tomography
            data were clipped with cylinder volume and processed with   Figure 3d compares the designed and actual pore
            the maximum inscribed sphere algorithm  for the pore size   sizes in absolute and relative values for all samples. All
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            evaluation. Figure 3a demonstrates a perpendicular cross-  samples exhibited negative deviation of the measured
            section to the building orientation vector. It shows that   pore size in comparison with the designed one, indicating


            Volume 10 Issue 1 (2024)                       263                         https://doi.org/10.36922/ijb.0119
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