Soft Spherical Tensegrity Robot Design Using Rod-Centered Actuation and Control

Author:

Chen Lee-Huang1,Kim Kyunam2,Tang Ellande2,Li Kevin2,House Richard2,Zhu Edward Liu2,Fountain Kimberley2,Agogino Alice M.2,Agogino Adrian3,Sunspiral Vytas4,Jung Erik5

Affiliation:

1. Mechanical Engineering, University of California, Berkeley, Berkeley, CA 94720 e-mail:

2. Mechanical Engineering, University of California, Berkeley, Berkeley, CA 94720

3. Intelligent Systems Division, NASA Ames Research Center, Mountain View, CA 94035

4. Stinger Ghaffarian Technologies, Intelligent Systems Division, NASA Ames Research Center, Mountain View, CA 94035

5. Computer Engineering, University of California, Santa Cruz, Santa Cruz, CA 95064

Abstract

This paper presents the design, analysis, and testing of a fully actuated modular spherical tensegrity robot for co-robotic and space exploration applications. Robots built from tensegrity structures (composed of pure tensile and compression elements) have many potential benefits including high robustness through redundancy, many degrees-of-freedom in movement and flexible design. However, to take full advantage of these properties, a significant fraction of the tensile elements should be active, leading to a potential increase in complexity, messy cable, and power routing systems and increased design difficulty. Here, we describe an elegant solution to a fully actuated tensegrity robot: The TT-3 (version 3) tensegrity robot, developed at UC Berkeley, in collaboration with NASA Ames, is a lightweight, low cost, modular, and rapidly prototyped spherical tensegrity robot. This robot is based on a ball-shaped six-bar tensegrity structure and features a unique modular rod-centered distributed actuation and control architecture. This paper presents the novel mechanism design, architecture, and simulations of TT-3, an untethered, fully actuated cable-driven six-bar spherical tensegrity robot. Furthermore, this paper discusses the controls and preliminary testing performed to observe the system's behavior and performance and is evaluated against previous models of tensegrity robots developed at UC Berkeley and elsewhere.

Funder

National Aeronautics and Space Administration

Publisher

ASME International

Subject

Mechanical Engineering

Reference19 articles.

1. Tensegrity,1961

2. Skelton, R., Adhikari, R., Pinaud, J., Chan, W., and Helton, J. W., 2001, “An Introduction to the Mechanics of Tensegrity Structures,” 40th IEEE Conference on Decision and Control (CDC), Orlando, FL, Dec. 4–7, pp. 4254–4259.10.1109/CDC.2001.980861

3. Kenneth Snelson, Art and Ideas,2013

4. Tibert, G., 2002, “Deployable Tensegrity Structures for Space Applications,” Doctoral thesis, Department of Mechanics, Royal Institute of Technology, Stockholm, Sweden.https://www.diva-portal.org/smash/get/diva2:9104/FULLTEXT01.pdf

5. Structural Behavior of Design Methods of Tensegrity Domes;J. Constr. Steel Res.,2005

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