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International Journal of Solids and Structures
Volume 38, Issues 50-51, December 2001, Pages 9359-9381
 
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doi:10.1016/S0020-7683(01)00030-0    How to Cite or Link Using DOI (Opens New Window)
Copyright © 2001 Elsevier Science Ltd. All rights reserved.

Static and dynamic characterization of regular truncated icosahedral and dodecahedral tensegrity modules

Hidenori MurakamiCorresponding Author Contact Information, E-mail The Corresponding Author and Yoshitaka Nishimura

Department of Mechanical and Aerospace Engineering, University of California at San Diego, 9500 Gilman Drive, La Jolla, CA 92093-0411, USA


Received 10 December 1999.
Available online 27 November 2001.

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Abstract

Static and dynamic properties of a pair of dual spherical tensegrity modules invented by Buckminster Fuller are investigated. They are regular truncated icosahedral and dodecahedral tensegrity modules. The computation of the Maxwell number and the use of Calladine's relation reveal that regular truncated icosahedral and dodecahedral tensegrity modules possess 55 infinitesimal mechanism modes. A reduced equilibrium matrix is presented for the initial shape finding to economically impose the existence of a pre-stress mode. Both the initial shape and the corresponding pre-stress mode are analytically obtained by using graphs of the icosahedral group and the reduced equilibrium matrix. For both icosahedral and dodecahedral modules the maximum values of the cable tension is always less than the absolute value of bar compression. In order to classify a large number of infinitesimal mechanism modes, modal analyses are conducted. Infinitesimal mechanism modes have the stiffness due to pre-stress and are associated with lowest natural frequencies. Their natural frequencies increase proportionally to the square root of the amplitude of pre-stress. It is found that there are only 15 distinct natural frequencies associated with the infinitesimal mechanism modes.

Author Keywords: Icosahedral tensegrity; Dodecahedral tensegrity; Initial shape finding; Modal analysis

Article Outline

1. Introduction
2. Static and dynamic characterization procedures
3. Regular truncated icosahedral tensegrity modules
3.1. Maxwell number and the number of infinitesimal mechanisms
3.2. Initial shape finding
3.3. Modal analyses of regular truncated icosahedral tensegrity modules
4. Regular truncated dodecahedral tensegrity modules
4.1. Maxwell number and the number of infinitesimal mechanisms
4.2. Initial shape finding
4.3. Modal analyses of regular truncated dodecahedral tensegrity modules
5. Conclusions
Acknowledgements
Appendix A
References











 
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