4.8 Article

Form finding in elastic gridshells

出版社

NATL ACAD SCIENCES
DOI: 10.1073/pnas.1713841115

关键词

elastic structures; gridshells; buckling; Chebyshev nets; mechanical instabilities

资金

  1. National Science Foundation, Faculty Early Career Development Program (CAREER) [CMMI-1351449]
  2. Deutsche Forschungsgemeinschaft Collaborative Research Center Transregio [109]
  3. Div Of Civil, Mechanical, & Manufact Inn [1351449] Funding Source: National Science Foundation

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Elastic gridshells comprise an initially planar network of elastic rods that are actuated into a shell-like structure by loading their extremities. The resulting actuated form derives from the elastic buckling of the rods subjected to inextensibility. We study elastic gridshells with a focus on the rational design of the final shapes. Our precision desktop experiments exhibit complex geometries, even from seemingly simple initial configurations and actuation processes. The numerical simulations capture this nonintuitive behavior with excellent quantitative agreement, allowing for an exploration of parameter space that reveals multistable states. We then turn to the theory of smooth Chebyshev nets to address the inverse design of hemispherical elastic gridshells. The results suggest that rod inextensibility, not elastic response, dictates the zeroth-order shape of an actuated elastic gridshell. As it turns out, this is the shape of a common household strainer. Therefore, the geometry of Chebyshev nets can be further used to understand elastic gridshells. In particular, we introduce a way to quantify the intrinsic shape of the empty, but enclosed regions, which we then use to rationalize the nonlocal deformation of elastic gridshells to point loading. This justifies the observed difficulty in form finding. Nevertheless, we close with an exploration of concatenating multiple elastic gridshell building blocks.

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