Affiliation:
1. Department of Civil Engineering and Computer Science, University of Rome Tor Vergata, Via Politecnico 1, 00133 Rome, Italy
Abstract
Tensegrity systems are prestressed frameworks composed of bars and cables. A particular elastic tensegrity system is examined. This system can be bistable in two fundamentally different ways, one depending on its geometric dimensions, and the other one depending on the initial deformation, or prestrain, of the elastic elements. A reduced-order semi-analytical model is derived, and its predictions are verified with a full-order numerical model. In particular, the critical geometry and prestrain at which the system switches from one regime to another are determined. This case study provides a benchmark and new insights on this class of structures.
Subject
General Physics and Astronomy,General Engineering,General Mathematics
Cited by
39 articles.
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