Designing a light fabric metamaterial being highly macroscopically tough under directional extension: first experimental evidence

By Francesco dell'Isola, T. Lekszycki, Marek Pawlikowski, R. Grygoruk, L. Greco. 2015

201 citations recorded by the source corpus.

In this paper, we study a metamaterial constructed with an isotropic material organized following a geometric structure which we call pantographic lattice. This relatively complex fabric was studied using a continuous model (which we call pantographic sheet) by Rivlin and Pipkin and includes two families of flexible fibers connected by internal pivots which are, in the reference configuration, orthogonal. A rectangular specimen having one side three times longer than the other is cut at 45° with respect to the fibers in reference configuration, and it is subjected to large-deformation plane-extension bias tests imposing a relative displacement of shorter sides. The continuum model used, the presented numerical models and the extraordinary advancements of the technology of 3D printing allowed for the design of some first experiments, whose preliminary results are shown and seem to be rather promising. Experimental evidence shows three distinct deformation regimes. In the first regime, the equilibrium total deformation energy depends quadratically on the relative displacement of terminal specimen sides: Applied resultant force depends linearly on relative displacement. In the second regime, the applied force varies nonlinearly on relative displacement, but the behavior remains elastic. In the third regime, damage phenomena start to occur until total failure, but the exerted resultant force continues to be increasing and reaches a value up to several times larger than the maximum shown in the linear regime before failure actually occurs. Moreover, the total energy needed to reach structural failure is larger than the maximum stored elastic energy. Finally, the volume occupied by the material in the fabric is a small fraction of the total volume, so that the ratio weight/resistance to extension is very advantageous. The results seem to require a refinement of the used theoretical and numerical methods to transform the presented concept into a promising technological prototype.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/666e349aa461fd40a5e3dd87a29fcc59f2f1c968

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

  1. Ivan Giorgio
  2. Francesco dell'Isola
  3. Luca Placidi
  4. Nicola Rizzi
  5. Pierre Seppecher
  6. M. Spagnuolo
  7. Emilio Barchiesi
  8. Emilio Turco

In Control and Systems Engineering

  1. Ivan Giorgio
  2. Francesco dell'Isola
  3. Nicola Rizzi
  4. Emilio Turco
  5. Luca Placidi
  6. Pierre Seppecher
  7. Emilio Barchiesi
  8. M. Spagnuolo

In Mechanical Engineering

  1. Francesco dell'Isola
  2. Ivan Giorgio
  3. Emilio Turco
  4. Nicola Rizzi
  5. Antonio Cazzani
  6. L. Greco
  7. Pierre Seppecher
  8. Luca Placidi

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