Case Studies
Mar 15, 2012

Mechanism-Based Approach for the Deployment of a Tensegrity-Ring Module

Publication: Journal of Structural Engineering
Volume 138, Issue 4

Abstract

Tensegrity structures are spatial systems composed of tension and compression components in a self-equilibrated prestress stable state. Although the concept is over 60 years old, few tensegrity-based structures have been used for engineering purposes. Tensegrity-ring modules are deployable modules composed of a single strut circuit that, when combined, create a hollow rope. The “hollow-rope” concept was shown to be a viable system for a tensegrity footbridge. This paper focuses on the deployment of pentagonal ring modules for a deployable footbridge application. The deployment sequence of a module is controlled by adjusting cable lengths (cable actuation). The geometric study of the deployment for a single module identified the path space allowing deployment without strut contact. Additionally, a deployment path that reduces the number of actuated cables was found. The number of actuated cables is further reduced by employing continuous cables. A first-generation prototype was used to verify both findings experimentally. The structural response during both unfolding and folding is studied numerically using the dynamic relaxation method. The deployment-analysis algorithm applies cable-length changes first to create finite mechanisms allowing deployment and then to find new equilibrium configurations. Therefore, the actuation-step size is identified as the most critical parameter for a successful deployment analysis. Finally, it is shown that the deployability of the footbridge does not affect its element sizing because stresses during deployment are lower than in-service values.

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Acknowledgments

The authors would like to thank the Swiss National Science Foundation for supporting this work through contract number 200020-121552/1.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 138Issue 4April 2012
Pages: 539 - 548

History

Received: Feb 12, 2011
Accepted: Aug 11, 2011
Published online: Mar 15, 2012
Published in print: Apr 1, 2012

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Authors

Affiliations

L. Rhode-Barbarigos, S.M.ASCE [email protected]
Doctoral Assistant, Laboratoire d’Informatique et de Mécanique Appliquées à la Construction (IMAC), Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland (corresponding author). E-mail: [email protected]
C. Schulin
Market Analyst, Holcim Group Support Ltd., Holderbank, Switzerland.
N. Bel Hadj Ali
Assistant Professor, Laboratoire de Recherche Structure et Mécanique Appliquée (LASMAP), Ecole Polytechnique de Tunisie, Univ. of Carthage, La Marsa, Tunisia.
R. Motro
Professor Emeritus, Laboratoire de Mécanique et Génie Civil (LMGC), Univ. de Montpellier, Montpellier, France.
I. F. C. Smith, F.ASCE
Professor, Laboratoire d’Informatique et de Mécanique Appliquées à la Construction (IMAC), Ecole Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.

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