2-Dimension structure with highest shear strength

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Discussion Overview

The discussion revolves around identifying 2-dimensional lattice structures that exhibit the highest shear strength or resistance to distortion in the 2D plane. Participants explore various configurations, materials, and conditions affecting shear resistance, including theoretical and practical considerations.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested
  • Conceptual clarification

Main Points Raised

  • One participant seeks references for 2D lattice structures, specifically mentioning hexagonal structures like graphene.
  • Another participant suggests that a mesh of equilateral triangles might be effective but notes that the effectiveness could depend on boundary conditions and the orientation of the grid.
  • A proposal is made for a mixed polygon structure, combining triangles and squares or hexagons and pentagons, to optimize material use while resisting shear.
  • Questions are raised about the specific boundary conditions, scale, and the rationale for focusing solely on 2D solutions.
  • A participant mentions the potential of a two-layer structure, such as an octet truss, to enhance resistance to buckling under compressive forces, although this may not apply to all scenarios.
  • Another participant describes their project involving a thin laminar flow gate and expresses interest in optimal lattice structures for structural integrity against twisting and shearing, while noting constraints on design.
  • Concerns are raised about the forces acting on the sheet and the material being used, questioning whether it is graphene or another material.

Areas of Agreement / Disagreement

Participants express varying opinions on the optimal lattice structure for shear strength, with no consensus reached on a specific design or material. Multiple competing views and suggestions remain present throughout the discussion.

Contextual Notes

Participants highlight the importance of boundary conditions and material properties, indicating that these factors may significantly influence the effectiveness of different lattice structures. The discussion does not resolve these complexities.

gwiz
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I am looking for any references about 2-dimensional lattice structures (ie hexagonal like graphine) that have the highest shear strength (or just resistance to distortion in the 2D plane). Does anybody have any good references for this?
 
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My first guess would be a mesh of equilateral triangles. But I think it will depend on the boundary conditions of the 2D sheet. A square grid at 45° to two opposite edges would efficiently resist shear if the direction of the shear was always in the same predictable direction.
A more sparse grid might be a mix of two polygons, say triangles and squares, or hexagons and pentagons arranged in the pattern that a lava flow cracks as it cools. That will cover an area with minimum material.

What are the boundary conditions? What is the scale? Why consider only the 2D solution?

You might consider a two layer structure such as an octet truss which would be less likely to buckle along compressive axes.
http://www.virginia.edu/ms/research/wadley/Documents/Publications/Shear_Response_Carbon_Fiber.pdf
 
I working on something similar to a laminar flow gate , just very thin relative to the size of the part (~6 in x 12in x 0.2 in). The interior mesh walls are also very thin ~0.010". I'm looking for an optimal lattice structure that could give the best structural integrity, especially against twisting/shearing. Lattice size and shape (square, triangle, hexagon, etc.) are flexible. I also think a mesh of equilateral triangles would be optimal, but am curious if there is anything to back this up.

Unfortunately, I can't use any cool two layer structures. It's got to have straight through-passages.
 
What forces are acting on the sheet ? Is this something that you are going to manufacture ? Is the material actually graphene or is it something else ?

The more you tell us the better the answers that you will get .
 

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