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Bibliographic Details
Main Authors: Millar, Cameron, Schulze, Bernd, Theran, Louis
Format: Preprint
Published: 2025
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Online Access:https://arxiv.org/abs/2502.15410
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author Millar, Cameron
Schulze, Bernd
Theran, Louis
author_facet Millar, Cameron
Schulze, Bernd
Theran, Louis
contents For a bar-joint framework $(G,p)$, a subgroup $Γ$ of the automorphism group of $G$, and a subgroup of the orthogonal group isomorphic to $Γ$, we introduce a symmetric averaging map which produces a bar-joint framework on $G$ with that symmetry. If the original configuration is ``almost symmetric", then the averaged one will be near the original configuration. With a view on structural engineering applications, we then introduce a hierarchy of definitions of ``localised" and ``non-localised" or ``extensive" self-stresses of frameworks and investigate their behaviour under the symmetric averaging procedure. Finally, we present algorithms for finding non-degenerate symmetric frameworks with many states of self-stress, as well as non-symmetric and symmetric frameworks with extensive self-stresses. The latter uses the symmetric averaging map in combination with symmetric Maxwell-type character counts and a procedure based on the pure condition from algebraic geometry. These algorithms provide new theoretical and computational tools for the design of engineering structures such as gridshell roofs.
format Preprint
id arxiv_https___arxiv_org_abs_2502_15410
institution arXiv
publishDate 2025
record_format arxiv
spellingShingle Equilibrium stresses in frameworks via symmetric averaging
Millar, Cameron
Schulze, Bernd
Theran, Louis
Metric Geometry
52C25, 74K25, 20C35
For a bar-joint framework $(G,p)$, a subgroup $Γ$ of the automorphism group of $G$, and a subgroup of the orthogonal group isomorphic to $Γ$, we introduce a symmetric averaging map which produces a bar-joint framework on $G$ with that symmetry. If the original configuration is ``almost symmetric", then the averaged one will be near the original configuration. With a view on structural engineering applications, we then introduce a hierarchy of definitions of ``localised" and ``non-localised" or ``extensive" self-stresses of frameworks and investigate their behaviour under the symmetric averaging procedure. Finally, we present algorithms for finding non-degenerate symmetric frameworks with many states of self-stress, as well as non-symmetric and symmetric frameworks with extensive self-stresses. The latter uses the symmetric averaging map in combination with symmetric Maxwell-type character counts and a procedure based on the pure condition from algebraic geometry. These algorithms provide new theoretical and computational tools for the design of engineering structures such as gridshell roofs.
title Equilibrium stresses in frameworks via symmetric averaging
topic Metric Geometry
52C25, 74K25, 20C35
url https://arxiv.org/abs/2502.15410