, Volume 48, Issue 10, pp 2367–2389 | Cite as

Experimental and numerical study on the self-stress design of tensegrity systems

  • B. Shekastehband
  • K. Abedi
  • N. Dianat


Tensegrity systems as kinematically and statically indeterminate pin-jointed systems are characterized by mechanisms and self-stress states. Unlike the other reticulated systems, in tensegrity systems, unilateral behavior of cables causes some problems in determining the basis of compatible self-stress states. At the present study, self-stress design of tensegrity systems is presented. Experimental study on two 3×3×0.7 m tensegrity grids was conducted to verify the accuracy and validity of the numerical method. Using supporting constraints, an effective method for the implementation of self-stress states in a much reduced number of stages is proposed and calibrated. Considering the results of the present study, the self-stress design of these systems can be improved to obtain specific desired behavior.


Tensegrity systems Self-stress design Force density method Tension setting 


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Copyright information

© Springer Science+Business Media Dordrecht 2013

Authors and Affiliations

  1. 1.Department of Civil EngineeringUrmia University of TechnologyUrmiaIran
  2. 2.Department of Civil EngineeringSahand University of TechnologyTabrizIran
  3. 3.Structural Laboratory of Sazehaye Fazaei IranSafira CompanyTehranIran

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