Stiffness tailoring in sinusoidal lattice structures through passive topology morphing using contact connections

Venkatesh Sundararaman*, Matthew Philip O'Donnell, Isaac V Chenchiah, Gearóid Clancy, Paul M Weaver

*Corresponding author for this work

Research output: Contribution to journalArticle (Academic Journal)peer-review

8 Citations (Scopus)

Abstract

Structures with adaptive stiffness characteristics present an opportunity to meet competing design requirements, thus achieving greater efficiency by the reconfiguration of their topology. Here, the potential of using changes in the topology of planar lattice structures is explored to achieve this desired adaptivity and observe that lattice structures with rectangle-like unit-cells may undergo elastic buckling or bending of cell walls when subject to longitudinal compression. Under sufficient load intensity, cell walls can deform and contact neighbouring cells. This self-contact is harnessed to change the topology of the structure to that of a kagome-like lattice, thereby establishing new load paths, thus enabling enhancement, in a tailored manner, of the effective compressive and shear stiffness of the lattice. Whilst this phenomenon is independent of characteristic length scale, we focus on macroscopic behaviour (lattices of scale 200 mm). Experimentally observed responses of 3D-printed lattices correlate excellently with finite element analysis and analytical stiffness predictions for pre- and post-contact topologies. The role of key geometric and stiffness parameters in critical regions of the design space is explored through a parametric study. The non-linear responses demonstrated by this topology morphing lattice structure may offer designers a new route to tailor elastic characteristics.
Original languageEnglish
Article number111649
Pages (from-to)1-24
Number of pages24
JournalMaterials and Design
Volume226
Early online date27 Jan 2023
DOIs
Publication statusPublished - 1 Feb 2023

Bibliographical note

Funding Information:
The authors thank Science Foundation Ireland (SFI) for funding Spatially and Temporally Variable Composite Structures (VARICOMP) Grant No. (15/RP/2773) under its Research Professor programme. Paul M. Weaver thanks the Royal Society for its Wolfson Merit award.

Funding Information:
The authors thank Science Foundation Ireland (SFI) for funding Spatially and Temporally Variable Composite Structures (VARICOMP) Grant No. (15/RP/2773) under its Research Professor programme. Paul M. Weaver thanks the Royal Society for its Wolfson Merit award.

Publisher Copyright:
© 2023 The Author(s)

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