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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Santos, Filipe Amarante Dos
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Topics
Publications (12/12 displayed)
- 2024Programming quadric metasurfaces via infinitesimal origami maps of monohedral hexagonal tessellations
- 2020Explorative study on adaptive facades with superelastic antagonistic actuationcitations
- 2019Mechanical modeling of superelastic tensegrity braces for earthquake-proof structurescitations
- 2019Seismic performance of superelastic tensegrity braces
- 2018Toward an adaptive vibration absorber using shape-memory alloys, for civil engineering applicationscitations
- 2018Superelastic tensegrities: matrix formulation and antagonistic actuationcitations
- 2017Shape-memory alloys as macrostrain sensorscitations
- 2016FE Exploratory Investigation on the Performance of SMA-Reinforced Laminated Glass Panelscitations
- 2016Toward a Novel SMA-reinforced Laminated Glass Panelcitations
- 2016Buckling control using shape-memory alloy cablescitations
- 2010Comparison Between Two SMA Constitutive Models for Seismic Applications
- 2008Numerical simulation of superelastic shape memory alloys subjected to dynamic loadscitations
Places of action
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article
Superelastic tensegrities: matrix formulation and antagonistic actuation
Abstract
<p>Superelastic tensegrity systems are prestressed structures composed by bars and cables in which some cables are realized with superelastic shape-memory alloys. These systems combine the peculiar features of tensegrity structures with those of shape-memory alloys and are particularly suitable for adaptive and variable-geometry systems. The main goal of this work is the design of systems with antagonistic actuation, that is to say, systems where two sets of superelastic cables can be actuated against each other in a reversible way. Superelasticity is here exploited to improve the stability of systems withstanding external loads. We show that the evolution of superelastic tensegrities, subjected to load and temperature changes, is described by a system of ordinary differential equations written in matrix form, a system that we solve by standard numerical routines. We then focus on a particular class of tensegrities and state a basic design criterion for an effective antagonistic actuation. Several case studies are presented. In particular, we applied our procedure to analyze different modules that can be assembled together in larger structures. Results show that the proposed procedure is able to replicate experimental data reasonably well and that it can be used to design complex systems in three-dimensions.</p>