Page 60 - MSAM-1-3
P. 60

Materials Science in Additive Manufacturing                             Characterization of TPMS structures


            the build direction. However, as shown in Figure 9E, the   decreased with increasing unit size. Meanwhile, when the
            orientation of the original β columnar grains was tilted,   unit size was constant, the elastic modulus and maximum
            and this phenomenon is more obvious in the samples after   compressive stress changed very little. Comparing these
            heat treatment (Figure 9F).                        results with those mentioned in Section 3.1, it is apparent
              Figure 10 shows the phase composition of the LPBF-  that the effect of the unit size and shape factor on the elastic
            produced Schwarz-P structures. As shown in  Figure 9A   modulus and maximum compressive stress is consistent
            and  C,  <0.5%  body  center  β  phase  can  be  found  in  the   with the effect on the theoretical relative density.
            as-built samples, while 2% β phase exists in the samples   To quantitatively investigate the relationship between
            after stress relief heat treatment. The β phase is presented
            as a dot between the α/α' phase.                   the elastic  modulus and the theoretical relative density,
                                                               the Gibson-Ashby model was used to describe the
            3.3. Mechanical performance behavior               experimental results. As mentioned above, the coefficient
            Figure 11 shows the compressive modulus and maximum   n1 in the Gibson-Ashby model normally equals t for an
            compressive stress of the Schwarz-P structures with   open-cell structure. Two Gibson-Ashby equations were
            different parameters. The structure with the largest elastic   used to fit the results to better evaluate the elastic modulus
            modulus is sample A0.6 (elastic modulus of 2.23  GPa),   of the Schwarz-P structure. As given by Equations V and
            whereas that with the smallest elastic modulus is sample   VI, one has a fixed n1 = 2, whereas the other does not.
            E0.2 (elastic modulus of 0.097 GPa). Similarly, the   Figure 12 presents the fitting plots based on Equations
            structure with the largest maximum compressive stress is   V and VI, which describe the relationship between the
            sample A0.8 (maximum compressive stress of 101 MPa),   relative  elastic  modulus  of the  LPBF-produced Ti6Al4V
            whereas  that  with  the  smallest  compressive  stress  is   Schwarz-P structure with respect to the theoretical relative
            sample E0.2 (maximum compressive stress of 2.5 MPa). In   density. Both Gibson-Ashby equations fit well. The first
            addition, it can be seen from Figures 11A and B that when   fitting line for the elastic modulus (line 1, marked red in
            the shape factor was constant, the elastic modulus and   Figure 12) gives the relationship E /E  = 0.31(ρ /ρ ) , with
                                                                                                       1.76
            maximum compressive stress of the Schwarz-P structure                         p  s      p  s
                                                               a fitting R  value of 0.9729, whereas the second fitting line
                                                                       2
                                                               for the elastic modulus (line 2, marked blue in Figure 12)
                   A                                           gives the relationship  E /E  = 0.56(ρ /ρ ) , with a fitting
                                                                                                2
                                                                                  p
                                                                                     s
                                                                                               s
                                                                                             p
                                                               R  value of 0.9546. The results indicated that the revised
                                                                2
                                                               model (Equation V) performed better than the commonly
                                                               used model (Equation VI).






                   B















                                                               Figure 12. Fitting results of the compression modulus with respect to
            Figure 11. Compression modulus (A)  and compressive  stress  (B) for   theoretical relative density for the Schwarz-P structures using the Gibson-
            Schwarz-P structures with different parameters.    Ashby model.


            Volume 1 Issue 3 (2022)                         9                      http://doi.org/10.18063/msam.v1i3.17
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