2021
DOI: 10.1002/adma.202008082
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Curvature Induced by Deflection in Thick Meta‐Plates

Abstract: curved surfaces, however, remains challenging for engineers. These challenges can, for example, be observed in the case of thin-walled structural elements, which are very popular due to their combination of lightness, load transfer efficiency, [11][12][13][14] and low cost. Although an initially flat panel can be reasonably bent in a single direction to adapt the shape of an arch, transforming the panel into a shell dome or a saddle and, thus, changing its Gaussian curvature remains challenging. [15][16][17][1… Show more

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Cited by 25 publications
(11 citation statements)
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“…The more recently developed photoresist IP-Q was designed by the same manufacturer for larger size applications, e.g., mounts, 3 molds, 4 and structural metamaterials. 5 Currently, a major constraint of TPP in general and specifically IP-Q is that users have limited access to knowledge about material properties. For example, before this work, no degree of conversion (DC) and Young's modulus values for IP-Q have been reported.…”
Section: Introductionmentioning
confidence: 99%
“…The more recently developed photoresist IP-Q was designed by the same manufacturer for larger size applications, e.g., mounts, 3 molds, 4 and structural metamaterials. 5 Currently, a major constraint of TPP in general and specifically IP-Q is that users have limited access to knowledge about material properties. For example, before this work, no degree of conversion (DC) and Young's modulus values for IP-Q have been reported.…”
Section: Introductionmentioning
confidence: 99%
“…Consider, for instance, the tile surrounded by other tiles depicted in figure 9. By writing (2.10) for each vertex of the tile and summing all these equations, several terms cancel out and the resultant equation is ϕ {2,3} n (2,3) + ϕ {3,4} n (3,4) + ϕ {4,5} n (4,5) + ϕ {5,6} n (5,6) + ϕ {6,7} n (6,7) + ϕ {7,2} n (7,2) = 0, somehow representing the null 'circulation' of the relative rotations around a tile (see also figure 9).…”
Section: Figure 6 Four-tile Tessellationmentioning
confidence: 99%
“…Further increase in the bending moment tends to suppress the transverse curvature because of the geometrically nonlinear effect, and the plate becomes more cylindrical in nature (12)(13)(14). In light of these results, it has been commonly believed as a rule that the 2D lattices with a positive IPR also behave so, while those with negative IPR adopt synclastic curvature (dome shape) in the same loading condition (8,(15)(16)(17)(18)(19)(20)(21)(22)(23)(24)(25)(26)(27). Both kinds of curvatures are easily observable in conventional and reentrant 2D hexagonal honeycombs, which have positive and negative IPRs, respectively (15).…”
Section: Introductionmentioning
confidence: 99%
“…Nonetheless, for the large number of literature we mention here (2,3,23,(29)(30)(31)(32)(33)(34)(35)(36)(37)(38) among others, most of them are concentrated on the in-plane responses. Exploration of the out-of-plane bending is rare (17,21,26,(39)(40)(41)(42)(43)(44)(45), and the underlying mechanisms for anticlastic and synclastic curvatures remain elusive at the structural element level. Here, we combine theory and experiments to explore unidirectional bending of 2D lattice materials with starshaped unit cells consisting of elastic beams of rectangular cross section.…”
Section: Introductionmentioning
confidence: 99%