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International Journal of Bioprinting                    b-Ti21S TPMS FGPs produced by laser powder bed fusion



                                                               Table 3. The chemical composition of β-Ti21S (wt.%).
                                                                Element    Mo   Al   Nb   Si   O    Ni   Fe
                                                                Weight %   14.6  2.8  2.8  0.3  0.11  0.004  Bal.


                                                               0.3 mm, and its suitability was verified by performing a
                                                               convergency analysis. The specimen loading condition
                                                               resembled the experimental condition, i.e., a fixed
                                                               constraint on the bottom surface of the specimen and
                                                               a fixed displacement equal to 0.1 mm in the vertical
                                                               direction on the top surface. The elastic modulus was
                                                               computed with Equation XII.
                                                                     FA
                                                                  E =  z                                 (XII)
                                                                     ∆ ll 0
                                                               where F  is the reaction force on the bottom surface, A is
                                                                     z
                                                               the surface perpendicular to the applied load (around 12 ×
                                                               12 mm), Dl is the fixed displacement equal to 0.1 and l  is
                                                                                                           0
                                                               the height of the FGPS samples (around 45 mm in case of
             Figure 5. Details of the as-built TPMS-FGPS 2.5 and TPMS-FGPS 4.0.  TPMS-FGPS 4.0 and 30 mm in case of TPMS-FGPS 2.5).

                                                               3. Results and discussion
            Cyclic stabilized Young’s modulus for each geometry
            was calculated by applying five loading-unloading   3.1. 2D and 3D metrological characterizations
            compression ramps between 20% and 70% of the yield   2D metrological characterization using SEM analysis was
            stress [61,62] . Numerical homogenization method, which   carried out on the lateral surface of both TPMS-FGPSs to
            replaces the single unit cell with an equivalent bulk elastic   evaluate the ligament thickness and the pore size in the
            material model and with equivalent mechanical response   five relative densities. A SEM inspection of the top surface
            of the lattice, was used to predict the elastic modulus   is  possible  only  for  the lower relative  density  (0.17).
            of the different layers [63-66] . A convergence analysis was   Figures 6 and 7 show micrograph details of the different
            performed to define a suitable mesh size (0.05 mm) for   relative density levels of TPMS-FGPS 2.5 and TPMS-
            the homogenization process. The mechanical properties   FGPS 4, respectively. Comparing the lateral and the top
            of  Ti-21S  bulk  material  evaluated  by  Pellizzari  et al.    view of 0.17 relative density, the orientation with respect
                                                        [17]
            were used. The homogenized mechanical properties   to the building direction exerts a negligible influence on
            were computed both on unit cell with as-designed    the ligament and pore size. No discontinuities between
              hom
            (E nom ) and as-manufactured (E hom ) ligament thickness,   the different layers were detected in both TPMS-FGPSs,
                                     . real
            defined by wall thickness method, by referring to the   making these structures a promising solution in the case
            associated level constant (t) of the TPMS geometry, at   of FGPSs. The ligament thickness and pore size of the
            all different levels of relative density. The corresponding   different relative density levels for both TPMS structures
            TPMS-FGPS elastic modulus values were calculated   are summarized in Table 4 and compared with the CAD
            by Equation II and compared with the experimental   values. The percentage deviations with respect to CAD
            data. Since high discrepancy between experimental   highlight an undersizing effect on both ligament and pore
            and simulation values, in the case of TPMS-FGPS 4.0, a   (Figure 8). For the ligament size, a maximum variation
            finite element analysis (FEA) of the complete specimen   of 16% (TPMS-FGPS 2.5) and 9% (TPMS-FGPS 4.0) was
            was performed. To confirm the result, the entire TPMS-  observed, while for the pore size, it raised to 66% (TPMS-
            FGPS 2.5 was simulated with FEA. The simulations were   FGPS 2.5) and 64% (TPMS-FGPS 4.0), respectively.
            performed using the Workbench 2022 R2 (ANSYS, USA)   Figure 9 highlights the surface irregularities, roughness,
            software using solid element SOLID187. The contour   and unmelted powders on the ligament surfaces in both
            mesh of the as-manufactured samples was obtained by   TPMS-FGPSs. The excess of material and higher amount
            means of Dragonfly ORS software and decimated using   of  unmelted  powder  in  the  upper  part  of  the  pores
            the nTopology 3.35.2 software (nTopology Inc., USA)   (Figure  9c) with respect to the lower one (Figure 9d)
            to obtain the more realistic sample geometries. The   explain the undersizing of the pore with respect to CAD
            mesh used for the FEA has a target dimension equal to   nominal dimensions. The high deviations in terms of pore


            Volume 9 Issue 4 (2023)                        193                          https://doi.org/10.18063/ijb.729
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