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International Journal of Bioprinting                                     Design of dual-unit porous scaffold




                  m  m                                (II)    min. The compression direction is parallel to the SLM
               P   w   d  100%                               construction direction. After the compression test, the
                     w V d                                    fracture morphology of the scaffold was recorded using
                                                               camera, and the recorded test data were derived to
               where P is the sample porosity (%); m  is the mass of
                                              w
            the sample immersed in pure water (g); m  is the mass of   calculate the elastic modulus and compressive strength
                                                               of the scaffolds.
                                              d
            the scaffold (g); V  is the geometric volume of the porous
                          d
            scaffold (cm ); and ρ  is the density of pure water (g/cm ).  Finite element analysis software ANSYS 19.0 (ANSYS
                                                        3
                      3
                            w
                                                               Company, USA) was used to simulate the deformation
            2.3. Morphology observation of porous scaffolds    behavior and stress distribution of porous scaffolds
            SEM (JEOLJSM-7800F) was used to observe the surface   under compression test. According to a previous work,
                                                                                                            33
            morphologies of the porous scaffolds. Micro-CT     the Young’s modulus, Poisson’s ratio, material density,
            (PerkinElmer, Quantum GX II) was used to observe the   and  compressive  strength  of  the  TC4  alloy  were  set  at
            internal structure of the porous scaffold. The resolution of   110 GPa, 0.34, 4.51 g/cm , and 1096 MPa, respectively.
                                                                                    3
            the internal microstructure of the sample can reach 1–10   The unit type of the grid was tetrahedral, the minimum
            μm. The scanning parameters of the equipment were voltage
            = 90 kV, current = 80 μA, and scanning time = 14 min.  size was 0.1 mm, and the boundary conditions were
                                                               set as shown in Figure 4, that is, a displacement load of
            2.4. Mechanical properties test and finite element   5% (0.75 mm) is applied to the moving plate at the top
            simulation                                         of the scaffold. The stress distribution cloud map and
            The porous scaffolds were compressed using         stress value were generated, and the stress concentration
            compression testing machine  at a  rate  of 0.5  mm/  was determined.



































            Figure 3. (A) Design models of porous scaffolds with different dual-unit continuous transition connections. (B) Scaffold models with different unit sizes
            and porosities based on the D-G structure.

            Table 3. SLM process parameters
             Laser power       Scan spacing     Laser spot size   Scanning speed       Rotation between layers
             (W)                  (mm)             (μm)              (mm/s)                   (°)
             170                   0.1              60                1100                    67


            Volume 10 Issue 1 (2024)                       373                          https://doi.org/10.36922/ijb.1263
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