2020
DOI: 10.1002/pssb.202000239
|View full text |Cite
|
Sign up to set email alerts
|

Investigation of a Novel Chiral S‐Shaped Auxetic Structure under Large Tensile Deformation

Abstract: The behavior of the chiral S‐shaped structure subjected to large tensile loads in both X and Y directions is reported herein. The physical samples of stainless steel 316L are fabricated by the selective laser melting technique and experimental tests are conducted on a universal tensile testing machine. The results of tensile tests in the form of deformation patterns, tensile stress–strain curves, and Poisson's ratios are shown pictorially and graphically. The orientation of the S‐shaped structure with X‐direct… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
6
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(6 citation statements)
references
References 67 publications
(82 reference statements)
0
6
0
Order By: Relevance
“…The porous scaffolds designed in this study were mainly used in bone implantation . The quasi-static compressive test could be used to determine the mechanical properties of the scaffold under uniaxial compressive load, including elastic modulus, yield strength, compressive strength, plateau stress, energy absorption, etc. It also included structure Poisson’s ratio, which was determined by the material, structure, additive manufacturing technology, and loading direction. The compressive mechanical properties of various scaffolds with the same porosity were significantly different and related to various deformation modes during compression. The Gibson–Ashby model described the power relationship between porosity and elastic modulus and compressive strength to evaluate the mechanical properties and deformation modes of porous scaffolds. , where E is the elastic modulus of the scaffold; E 0 is the elastic modulus of the titanium alloy material; Q is the yield stress of the scaffold; Q 0 is the yield stress of the titanium alloy material; P is the porosity of the scaffold; and k 1 , k 2 , m 1 , and m 2 are fitting constants.…”
Section: Discussionmentioning
confidence: 99%
“…The porous scaffolds designed in this study were mainly used in bone implantation . The quasi-static compressive test could be used to determine the mechanical properties of the scaffold under uniaxial compressive load, including elastic modulus, yield strength, compressive strength, plateau stress, energy absorption, etc. It also included structure Poisson’s ratio, which was determined by the material, structure, additive manufacturing technology, and loading direction. The compressive mechanical properties of various scaffolds with the same porosity were significantly different and related to various deformation modes during compression. The Gibson–Ashby model described the power relationship between porosity and elastic modulus and compressive strength to evaluate the mechanical properties and deformation modes of porous scaffolds. , where E is the elastic modulus of the scaffold; E 0 is the elastic modulus of the titanium alloy material; Q is the yield stress of the scaffold; Q 0 is the yield stress of the titanium alloy material; P is the porosity of the scaffold; and k 1 , k 2 , m 1 , and m 2 are fitting constants.…”
Section: Discussionmentioning
confidence: 99%
“…19 On the other hand, star shapes are connected to one another by beams T A B L E 1 Typical geometries used in different auxetic structures. [14][15][16][17][18][19][20][21]…”
Section: Geometry Of Auxetic Structuresmentioning
confidence: 99%
“…In this case, when the structure is compressed, the inclined segments deform into elliptical shapes, forcing the inclined cells to align with the load direction, causing the material to compress laterally. 32 Compared with the other geometries, this one has the largest compression when compressed and the least sensitivity to defects, which makes it ideal for AM. 21 New auxiliary geometries are currently being proposed in the literature, resulting from the combination or arrangement of those described above, in order to take advantage of each one.…”
Section: Geometrymentioning
confidence: 99%
See 1 more Smart Citation
“…[17,18] Many researchers have investigated auxetic metamaterials and discovered more types of auxetic structures. [19][20][21][22][23] Auxetic structures have mechanical properties superior to conventional structures, [24][25][26][27][28] such as increased shear modulus, [29,30] good indentation resistance, [31,32] enhanced fracture toughness, [33] higher impact resistance, [34,35] variable stiffness, [36,37] and better energy absorption. [38,39] Therefore, auxetic structures have high potential in practical applications, such as collision safety for automobiles, [40] structural protection, [41] and smart sensors.…”
Section: Introductionmentioning
confidence: 99%