Tensigrity (Systems)
Introduction
tensegrity is a structural principle based on the use of isolated compressed components that are found within a continuous tensioned network, in such a way that the compressed members (generally bars) do not touch each other and are joined only by means of traction components (usually cables) that are the ones that spatially delimit said system.[1].
The term tensegrity, from the English tensegrity, is an architectural term coined by Buckminster Fuller as a contraction of tensional integrity.
Tensegrity structures were explored by artist Kenneth Snelson), producing sculptures such as the Needle Tower, 18 meters high and built in 1968. The term "tensegrity" was coined by Buckminster Fuller, known for one of his most famous architectural designs called the geodesic dome, such as the Biosphère built by Fuller for Expo 67 in Montreal.
Origin
Three men have been considered the inventors of Tensegrity: Richard Buckminster Fuller, David Georges Emmerich and Kenneth D. Snelson. Although all of them have claimed for themselves the privilege of being the first discoverer, the second of them, Emmerich (Debrecen, Hungary, 1925-1996) showed that the first prototype of a tensegrity system, called "Gleichgewicht konstruktion", was created by Karl Ioganson in the midst of Russian constructivism "Constructivism (art)") back in 1920.[2].
In fact, some scientific article corroborates this fact and shows images of the first tensegrity structures in the form of Simplex (structure with 3 bars and 9 cables) developed by Ioganson. [3].
As a precaution, the names of the three aforementioned authors are cited in chronological order according to the date of their patents: Fuller-Nov 13, 1962; Emmerich-28 Sep 1964; Snelson-Feb 16, 1965.
Concept
A structure constitutes a tensegrity system if it is in a stable self-equilibrium state, formed by elements that support compression and elements that support tension.
In tensegrity structures, the elements subjected to compression are usually bars, while the elements subjected to tension are formed by cables. The balance between the efforts of both types of elements gives shape and rigidity to the structure.