Stress matrices and global rigidity of frameworks on surfaces
Abstract
In 2005, Bob Connelly showed that a generic framework in is globally rigid if it has a stress matrix of maximum possible rank, and that this sufficient condition for generic global rigidity is preserved by the 1-extension operation. His results gave a key step in the characterisation of generic global rigidity in the plane. We extend these results to frameworks on surfaces in . For a framework on a family of concentric cylinders, cones or ellipsoids, we show that there is a natural surface stress matrix arising from assigning edge and vertex weights to the framework, in equilibrium at each vertex. In the case of cylinders and ellipsoids, we show that having a maximum rank stress matrix is sufficient to guarantee generic global rigidity on the surface. We then show that this sufficient condition for generic global rigidity is preserved under 1-extension and use this to make progress on the problem of characterising generic global rigidity on the cylinder.
Keywords
Cite
@article{arxiv.1406.5996,
title = {Stress matrices and global rigidity of frameworks on surfaces},
author = {Bill Jackson and Anthony Nixon},
journal= {arXiv preprint arXiv:1406.5996},
year = {2015}
}
Comments
Significant changes due to an error in the proof of Theorem 5.1 in the previous version which we have only been able to resolve for 'generic' surfaces