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Enhanced Bending Strength of PLA Beams with Varied Lattice Infill Structures



                  Although dynamic impact  testing and sophisticated
               simulations (such as FEM) are of paramount importance in the
               study of material response to high-energy loadings, static three-
               point bending is utilised in this study, pointing out that integration
               of  numerical  and  simulation  techniques  gives  the most
               comprehensive  picture.  Higher  mathematics  is  used  by  most
               scientists to examine how materials fail and deform as a result of
               static and  fatigue  loads; computational packages such  as
               ABAQUS and ANSYS are used by other scientists to model this.
               High enough loads cause compression failure (also experienced
               with three-point bending) and low loads cause cracking (another
               failure mode under  three-point  bending). Other scientists  have
               associated experiments such as three-point bending with ANSYS
               models to investigate material strength (Hussain, Khan & Abbas,
               2019;  (He & Hu, 2008).  Numerical  Three Point Bending Test
               (TPBT)  results confirm virtual testing for failure and energy
               absorption,  implying its use for more  complicated simulations
               such as impact test (Giglio, Gilioli & Manes, 2012; Yang, 2023).
               Structural stiffness was also optimised in the three-point bending
               test through topology  optimisation  (Garcia-Granada, Catafal-
               Pedragosa & Lemu, 2019); this process  identified  the optimal
               material distribution (Hussain, Khan & Abbas, 2019).


               RESEARCH GAP

               Although  there have been many studies on the  mechanical
               behaviour  of  lattice structures, there  is  scarce work comparing
               extensively different types of lattices infills in a PLA beam under
               three-point  bending  with  both  porosity  and  infill  volume  held
               constant. There is a need for a systematic assessment of  the
               influence of varying lattice geometries, encompassing strut-based
               and TPMS designs, on the equivalent strain and stress/mass ratio.
               Our study fills this void by presenting a comparative study of the
               bending  behaviour,  providing  useful information  for  structural
               optimisation.







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