2021
DOI: 10.1016/j.matdes.2021.110074
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On the directional elastic modulus of the TPMS structures and a novel hybridization method to control anisotropy

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Cited by 62 publications
(20 citation statements)
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“…TPMS topologies can be approximately defined as combinations of trigonometric functions in an implicit form. Examples of the most common TPMS equations in the implicit form are expressed in Table 1 as follows [ 42 , 43 ]:…”
Section: Classification Of Lattice Structuresmentioning
confidence: 99%
“…TPMS topologies can be approximately defined as combinations of trigonometric functions in an implicit form. Examples of the most common TPMS equations in the implicit form are expressed in Table 1 as follows [ 42 , 43 ]:…”
Section: Classification Of Lattice Structuresmentioning
confidence: 99%
“…The identified parameters with the considered levels are furnished in Table 1. The type of TPMS profile is based on the earlier work published by Khaleghi et al [30]…”
Section: Identification Of the Influencing Factors And Their Levelsmentioning
confidence: 99%
“…Selection of TPMSKhaleghi et al[30] investigated the elastic modulus of various TPMS profiles and identified that Schwarz-P and IWP profile exhibited strong axial and diagonal directional characteristics in comparison to their counterparts, which formed the basis of the study for selection of the profile. The TPMS structure considered as Skeletal structures (or Solid connectivity networks).…”
mentioning
confidence: 99%
“…First, the mechanical properties of the lattice structure, such as modulus or strength, are lower than those of the base material because of the inherent high void fraction of the lattice. , The origin of the limit stems from the tradeoff between void fraction and mechanical properties. , Second, since lattice structures can never achieve perfect isotropy, the mechanical properties of the lattice are orientation-dependent; they heavily depend on the direction of the applied load. This high anisotropy of the lattice structure is a hurdle for several structural applications having uncertainty in loading and should ideally be mitigated. The last limitation for lattice structures is the oftentimes low toughness and small strain limit, resulting from the high stress concentration around the beam intersections at the joints, which causes catastrophic failure with large energy release when a crack nucleates …”
Section: Introductionmentioning
confidence: 99%