Building multi-stable structures based on Baranov truss part II: analysis, design and applications

Abstract Part I of this study established a distance-geometry based framework for programmable multi-stability in planar linkages, showing how elasticity can be embedded directly into bilateration closure equations to transform discrete compatibility into continuous energy landscapes. Part II develops this framework into a generalized design tool. We first extend the method to handle multiple non-rigid links, where energy landscapes reveal rich patterns of bifurcation and branch connectivity. We then explore design extensions: tessellation of Baranov trusses in series to generate modular architectures, incorporation of joint compliance to capture torsional flexibility and generalization to higher-order Baranov groups such as the 7/B1 truss. Across these examples, we demonstrate how Assur groups provide modular building blocks for constructing scalable multi-stable structures, whose stability and transitions can be programmed through geometry and stiffness allocation. The resulting framework moves beyond isolated trusses to architected assemblies, offering systematic strategies for designing deployable, adaptive and multi-functional structures.

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Publication Details

Journal
Proceedings of the Royal Society A Mathematical Physical and Engineering Sciences
Published
2026-09-30
DOI
https://doi.org/10.1098/rspa.2025.1086
Primary Topic
Structural Analysis and Optimization
Type
article
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Building multi-stable structures based on Baranov truss part II: analysis, design and applications

Keith Alexander Seffen, Charles Gai
Proceedings of the Royal Society A Mathematical Physical and Engineering Sciences
Structural Analysis and Optimization
article

Building multi-stable structures based on Baranov truss part II: analysis, design and applications

Keith Alexander Seffen, Charles Gai
article en

Abstract

Abstract Part I of this study established a distance-geometry based framework for programmable multi-stability in planar linkages, showing how elasticity can be embedded directly into bilateration closure equations to transform discrete compatibility into continuous energy landscapes. Part II develops this framework into a generalized design tool. We first extend the method to handle multiple non-rigid links, where energy landscapes reveal rich patterns of bifurcation and branch connectivity. We then explore design extensions: tessellation of Baranov trusses in series to generate modular architectures, incorporation of joint compliance to capture torsional flexibility and generalization to higher-order Baranov groups such as the 7/B1 truss. Across these examples, we demonstrate how Assur groups provide modular building blocks for constructing scalable multi-stable structures, whose stability and transitions can be programmed through geometry and stiffness allocation. The resulting framework moves beyond isolated trusses to architected assemblies, offering systematic strategies for designing deployable, adaptive and multi-functional structures.

Proceedings of the Royal Society A Mathematical Physical and Engineering SciencesVol. 482(2346)
University of Cambridge (GB)
Affordable and clean energy
Openalex Percentile: Top 18%
Structural Analysis and Optimization
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Building multi-stable structures based on Baranov truss part II: analysis, design and applications — Keith Alexander Seffen, Charles Gai · Proceedings of the Royal Society A Mathematical Physical and Engineering Sciences (2026) | TGRS Research Map | TGRS