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International Journal of Bioprinting                  Flow performance of porous implants with different geometry



















                      Figure 11. Relationships between porosity and other physical properties: (a) average velocity and (b) average permeability.

                                                               flow velocity. Therefore, the average peak flow velocities of
                                                               structures whose porosity near G-50 were calculated, and
                                                               Figure 13 shows the average peak flow velocity reaching its
                                                               maximum value at 50% porosity.

                                                                  Additionally, rather than flow velocity, average
                                                               permeability could evaluate the property of mass transfer
                                                               intuitively. The ability of transporting nutrient and waste
                                                               product  through porous  scaffold, directly affected  by
                                                               permeability, were highly required for cell growth. As
                                                               shown in  Figure 11, the average flow velocities of three
                                                               structures decreased with the increase of porosity, and
            Figure 12. Streamlines of structures at 60% porosity: (a) OT; (b) G; and
            (c) P.                                             there is little difference among them at the same porosity,
                                                               whereas totally contrary to the average flow velocity, the
            P scaffold was also more concentrated than others, which   average flow permeability showed an increasing tendency
            resulted in fewer fluid channels, smaller tortuosity,   with the increase of porosity, and the permeability of P
            and  uneven  fluid  distribution,  intuitively,  uneven flow   scaffold was much higher. Considering about Equation
            velocity distribution. As shown in  Figure 11, even   VII,  this  phenomenon meant that the  pressure  drops  of
            though the maximum velocity on the selected section   P scaffold between its inlet and outlet changed very little.
            of P scaffolds were much bigger than that of OT and G   Figure 7 shows that the surface area and specific surface
            scaffolds, the overall average velocity of three models   area of P scaffold were much smaller than other scaffolds,
            did not differ too much, which strongly proved that the   which might be the reason for this result. In other words,
            velocity distributions of the volume structure were not   when the sizes of unit cells were the same, because of the
            even. Moreover, Figure 10 shows that different pore shape   smaller surface area and specific surface area, the energy
            could result in different change of velocity magnitudes,   loss caused by fluid overcoming internal friction as it
            while  the  largest  number  of  peak  flow  velocity  of  G   flowed through the structure reduced, so that the pressure
            structure indicated its higher tortuosity, and the peak   drop of the volume structure changed very little and led to
            value of flow velocity always occurred at the smallest cross   the higher permeability eventually.
            section, which could be more intuitively observed from   3.3. Wall shear stress
            streamlines in Figure 12. In a word, when the porosity   Figure 14 shows the shear stress distributions on the surface
            was fixed, pore shape might be the most important factor   of porous scaffolds, whose cloud chart range were limited
            to determine flow velocity.
                                                               from 0.05 to 25 mPa after considering former theory of
               Furthermore, it should be noted that with the decrease   other study. The areas marked in black color in Figure 6
            of porosity, the subsequent decrease of pore size would   represent that the shear stress of these areas is not in the
            increase the flow velocity of the fluid passing through, but   range, namely, greater than 25 mPa or less than 0.05 mPa.
            too small pore size  would make it difficult for the fluid   It could be preliminarily observed that with the increase
            to pass through, and the flow velocity would decrease   of porosity, the peak shear stress decreased and the black
            instead, which was reflected in Figure 10(b). Among the   color areas also shrunk. When the porosity reached 60%,
            three structures, the surface structure with 40% porosity   the black color areas in the three scaffolds had almost
            has the smallest pore size, which resulted in the decrease of   disappeared.

            Volume 9 Issue 3 (2023)                        167                         https://doi.org/10.18063/ijb.700
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