MEng · Advanced Mechanics and Structural Optimisation (MEC3029) · 2020–21

Honeycomb Sandwich Panel Structural Optimisation

FEA-driven optimisation of a honeycomb-core composite sandwich panel to minimise mass while maintaining flexural rigidity — the same weight-vs-stiffness trade-off central to aerospace structural design.

The Question

Which honeycomb sandwich panel design parameters most reduce the ratio of average density to flexural rigidity — i.e. give the most stiffness for the least mass — under three-point bending?

Why It Matters

Honeycomb sandwich panels are used wherever mass must be minimised without sacrificing strength or stiffness — structural supports in aircraft and rockets being the textbook case, since every kilogram saved directly improves fuel efficiency and payload. Finding which geometric parameters actually move the needle (versus which are second-order) is what turns a structural design from "adequate" into "optimised."

What I Did
  • Modelled a quarter-symmetry honeycomb sandwich panel in ANSYS SpaceClaim, parametrically driven by a Python script so geometry could be swept automatically
  • Set up a three-point bend FEA load case (aluminium honeycomb core, composite skins, stainless steel support/load pins) matching physically manufactured test specimens
  • Used a broader sensitivity sweep to identify the three most influential parameters — core thickness, ribbon thickness, and cell size — then varied each independently in ANSYS while holding the rest constant
  • Cross-checked FEA stiffness and failure-mode predictions (buckling, wrinkling, core collapse, shear failure, skin yield) against classical sandwich-panel theory (Gibson & Ashby, Masters & Evans, Gediac formulations)
ANSYS Workbench boundary condition setup for the three-point bend load case on the honeycomb sandwich panel, showing support and load pins and displacement/rotation constraints
Three-point bend FEA setup: a quarter-symmetry model with support pin (fixed) and load pin (displacement-controlled), matching the physical test configuration.
Key Result
Photograph of twelve manufactured honeycomb sandwich panel specimens across three material configurations, labelled A1-A4, B1-B4, C1-C4
Physically manufactured honeycomb sandwich specimens across three configurations (A, B, C), each with 4 replicates, used alongside the FEA study.
Parameter swept Range Effect on density/rigidity ratio
Core thickness 10 → 60mm 1.98 → 0.23 kg/Nm (−88%)
Ribbon thickness 0.03 → 0.08mm 2.14 → 1.33 kg/Nm (−38%)
Cell size 1 → 6mm 1.13 → 2.11 kg/Nm (+87%, i.e. smaller is better)

Core thickness was by far the most influential parameter — increasing it from 10mm to 60mm cut the density-to-rigidity ratio by 88%, far outweighing the effect of ribbon thickness or cell size.

Impact / What's Next

Identifying core thickness as the dominant lever (rather than assuming all three parameters mattered equally) is exactly the kind of design insight that makes structural optimisation tractable — it tells a designer where to spend their weight budget for maximum stiffness return. This same mass-versus-performance trade-off, and the discipline of isolating which parameter actually drives it, carries directly into the DPhil's heat exchanger geometry optimisation work.

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