Technical Coefficients in Continuum Models of an Anisotropic Tensegrity Module
Anna Al Sabouni-Zawadzka , Wojciech Jerzy Gilewski
AbstractThe presents paper focuses on the application of continuum models for an anisotropic tensegrity module and the determination of its technical coefficients. Tensegrities are cable-strut systems with a special node configuration, which ensures the occurrence of infinitesimal mechanisms balanced with self-stress states. The continuum model of the module is built by assuming that the strain energy of the unsupported tensegrity structure is equivalent to the strain energy of the cube. After the proper validation, the proposed model can be used to determine and interpret physical properties of the module. From the obtained elasticity matrix and the inverse matrix, the technical coefficients such as: Young's moduli, Poisson's ratios and shear moduli can be computed.
|Journal series||Procedia Engineering, ISSN 1877-7058, (0 pkt)|
|Publication size in sheets||0.5|
|Conference||XXIV Russian-Slovak-Polish seminar "Theoretical Foundation of Civil Engineering"-TFoCE 2015, 24-08-2015 - 28-08-2015, Samara, Rosja|
|Keywords in English||Tensegrity structures; Linear elasticity theory; 3D continuum model; Technical coefficients; Anisotropy|
|Score|| = 15.0, 25-03-2019, ArticleFromJournalAndMatConf|
= 15.0, 25-03-2019, ArticleFromJournalAndMatConf
|Publication indicators||= 1|
|Citation count*||1 (2019-04-14)|
* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.