Active Tensegrity Structure

Most active structures involve direct control of single parameters when there is a closed form relationship between the response required and the control parameter. Building on a previous study of an adjustable structure, this paper describes geometric active control of a reusable tensegrity structure that has been enlarged to five modules with improved connections and is equipped with actuators. Closely coupled strut and cable elements behave nonlinearly (geometrically) even for small movement of the 10 telescopic struts. The control criterion for maintaining the upper surface slope has no closed form relationship with strut movement. The behavior of the structure is studied under 25 load cases. A newly developed stochastic search algorithm successfully identifies good control commands following computation times of up to 1 h. Sequential application of the commands through sets of partial commands helps to avoid exceeding limits during intermediate stages and adds robustness to the system. Reuse of a previously calculated command reduces the response time to less than 1 min. Feasible storage and reuse of such commands confirm the potential for improving performance during service.

[1]  Etienne Fest,et al.  Deux Structures Actives de Type Tensegrité , 2002 .

[2]  Ian F. C. Smith,et al.  COMBINING DYNAMIC RELAXATION METHOD WITH ARTIFICIAL NEURAL NETWORKS TO ENHANCE SIMULATION OF TENSEGRITY STRUCTURES , 2003 .

[3]  Hiroshi Furuya,et al.  Concept of Deployable Tensegrity Structures in Space Application , 1992 .

[4]  Robert E. Skelton,et al.  Dynamics of the shell class of tensegrity structures , 2001, J. Frankl. Inst..

[5]  Ian F. C. Smith,et al.  Developing intelligent tensegrity structures with stochastic search , 2002, Adv. Eng. Informatics.

[6]  Narongsak Kanchanasaratool,et al.  Modelling and control of class NSP tensegrity structures , 2002 .

[7]  Andrea Micheletti,et al.  The Indeterminacy Condition for Tensegrity Towers , 2003 .

[8]  B. Domer,et al.  A study of two stochastic search methods for structural control , 2003 .

[9]  Ian F. C. Smith,et al.  A direct stochastic algorithm for global search , 2003, Appl. Math. Comput..

[10]  Ian F. C. Smith,et al.  Adjustable Tensegrity Structures , 2003 .

[11]  Etienne Fest,et al.  UNE STRUCTURE ACTIVE DE TYPE TENSEGRITÉ , 2003 .

[12]  Gunnar Tibert,et al.  Deployable Tensegrity Structures for Space Applications , 2002 .

[13]  S. Pellegrino,et al.  Matrix analysis of statically and kinematically indeterminate frameworks , 1986 .

[14]  René Motro La tenségrité, principe structural , 2003 .

[15]  R. Motro,et al.  Determination of mechanism’s order for kinematically and statically indetermined systems , 2000 .

[16]  Martin Corless,et al.  Symmetrical reconfiguration of tensegrity structures , 2002 .

[17]  H. Murakami Static and dynamic analyses of tensegrity structures. Part 1. Nonlinear equations of motion , 2001 .

[18]  Robert E. Skelton,et al.  An introduction to the mechanics of tensegrity structures , 2001, Proceedings of the 40th IEEE Conference on Decision and Control (Cat. No.01CH37228).

[19]  R. Motro Tensegrity : the state of the art , 2002 .

[20]  M. Barnes,et al.  Form Finding and Analysis of Tension Structures by Dynamic Relaxation , 1999 .

[21]  D. Ingber The architecture of life. , 1998, Scientific American.