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Enhanced Bending Strength of PLA Beams with Varied Lattice Infill Structures



               and others  comprised of  TPMS.  Maximum stress/mass was
               generated  in Hexagonal  Honeycomb structure beam,  showing
               phenomenal  behaviour  and high resistance  to deformation
               whereas  the minimum stress  to mass  ration was exhibited by
               Triangular Honeycomb beam.

                  Table 7:  Equations derived by the Regression analysis on the
                                        data sets.


                  Lattice       Stress –              Strain-
                  Structure     displacement          displacement
                                Relation              Relation

                                                              
                  BCC                                     = 0.0212    
                                = 61.858     − 0.007
                                                          − 0.0003

                                                             
                  FCC               = 67.947             = 0.0210    
                                    − 0.0103             − 7 × 10
                                                                 −7
                  Kelvin              = 65.674      1.0001         = 0.0206     1.0001

                                                              
                  Octet             = 70.963              = 0.0233    
                                    − 0.4381              − 0.0035

                  HX HC               = 131.91      1.0001         = 0.0498    

                  TRI HC                 = 52.20              = 0.0166    

                  Fluorite              = 61.350              = 0.0189    

                  Diamond               = 58.205              = 0.0181    


                                                             
                  Gyroid            = 54.855             = 0.0171    
                                    − 0.2909             + 1 × 10
                                                                 −4






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