Technical Papers
Jul 13, 2018

Improved Form-Finding of Tensegrity Structures Using Blocks of Symmetry-Adapted Force Density Matrix

Publication: Journal of Structural Engineering
Volume 144, Issue 10

Abstract

Form-finding analysis is very important for developing innovative tensegrity structures. Nevertheless, it is frequently difficult to determine simultaneously the prestress mode and the exact nodal coordinates for a given geometry. This paper presents an improved symmetry method for analytical form-finding of tensegrity structures. The method is based on group representation theory and the force density method, and requires only the specified symmetry type and connectivity of a structure. The force densities of a d-dimensional tensegrity structure can be accurately determined using the zero determinant of d small-sized block matrices of a symmetry-adapted force density matrix. The nodal coordinate vectors can be obtained from the null spaces of the blocks through symmetry spaces for rigid-body translations along d directions. A number of geometries with cyclic symmetry, dihedral symmetry, or tetrahedral symmetry are investigated. Illustrative examples show that the proposed method allows significant simplification of the form-finding process. The analytical solutions offer all feasible stable or superstable tensegrity structures with expected symmetries. The obtained prestress modes for each independent structural configuration necessarily retain full symmetry.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work has been supported by the Natural Science Foundation of Jiangsu Province (Grant No. BK20150602), the National Natural Science Foundation of China (Grant Nos. 51508089 and 51578133), and the Priority Academic Program Development of Jiangsu Higher Education Institutions.

References

Altmann, S. L., and P. Herzig. 1994. Point-group theory table. Oxford, UK: Clarendon.
Bel Hadj Ali, N., L. Rhode-Barbarigos, and I. F. C. Smith. 2011. “Analysis of clustered tensegrity structures using a modified dynamic relaxation algorithm.” Int. J. Solids Struct. 48 (5): 637–647. https://doi.org/10.1016/j.ijsolstr.2010.10.029.
Chen, Y., and J. Feng. 2012. “Generalized eigenvalue analysis of symmetric prestressed structures using group theory.” J. Comput. Civ. Eng. 26 (4): 488–497. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000151.
Chen, Y., J. Feng, R. Ma, and Y. Zhang. 2015. “Efficient symmetry method for calculating integral prestress modes of statically indeterminate cable-strut structures.” J. Struct. Eng. 141 (10): 04014240. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001228.
Chen, Y., J. Feng, and Y. Wu. 2012. “Novel form-finding of tensegrity structures using ant colony systems.” J. Mech. Robot. Trans. ASME 4 (3): 031001. https://doi.org/10.1115/1.4006656.
Chen, Y., P. Sareh, J. Feng, and Q. Sun. 2017. “A computational method for automated detection of engineering structures with cyclic symmetries.” Comput. Struct. 191: 153–164. https://doi.org/10.1016/j.compstruc.2017.06.013.
Connelly, R., P. W. Fowler, S. D. Guest, B. Schulze, and W. J. Whiteley. 2009. “When is a symmetric pin-jointed framework isostatic?” Int. J. Solids Struct. 46 (3): 762–773. https://doi.org/10.1016/j.ijsolstr.2008.09.023.
Connelly, R., and W. Whiteley. 1996. “Second-order rigidity and prestress stability for tensegrity frameworks.” SIAM J. Discrete Math. 9 (3): 453–491. https://doi.org/10.1137/S0895480192229236.
Domer, B., and I. F. Smith. 2005. “An active structure that learns.” J. Comput. Civ. Eng. 19 (1): 16–24. https://doi.org/10.1061/(ASCE)0887-3801(2005)19:1(16).
Estrada, G. G., H. J. Bungartz, and C. Mohrdieck. 2006. “Numerical form-finding of tensegrity structures.” Int. J. Solids Struct. 43 (22–23): 6855–6868. https://doi.org/10.1016/j.ijsolstr.2006.02.012.
Fest, E., K. Shea, and I. Smith. 2004. “Active tensegrity structure.” J. Struct. Eng. 130 (10): 1454–1465. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1454).
Fowler, P. W., and S. D. Guest. 2002. “Symmetry and states of self-stress in triangulated toroidal frames.” Int. J. Solids Struct. 39 (17): 4385–4393. https://doi.org/10.1016/S0020-7683(02)00350-5.
Guest, S. D. 2011. “The stiffness of tensegrity structures.” IMA J. Appl. Math. 76 (1): 57–66. https://doi.org/10.1093/imamat/hxq065.
Juan, S. H., and J. Mirats Tur. 2008. “Tensegrity frameworks: Static analysis review.” Mech. Mach. Theory 43 (7): 859–881. https://doi.org/10.1016/j.mechmachtheory.2007.06.010.
Kangwai, R. D., and S. D. Guest. 2000. “Symmetry-adapted equilibrium matrices.” Int. J. Solids Struct. 37 (11): 1525–1548. https://doi.org/10.1016/S0020-7683(98)00318-7.
Kaveh, A., and B. Dadfar. 2007. “Eigensolution for stability analysis of planar frames by graph symmetry.” Comput.-Aided Civ. Infrastruct. Eng. 22 (5): 367–375. https://doi.org/10.1111/j.1467-8667.2007.00493.x.
Kettle, S. F. 2008. Symmetry and structure: Readable group theory for chemists. Chichester, UK: Wiley.
Koohestani, K. 2012. “Form-finding of tensegrity structures via genetic algorithm.” Int. J. Solids Struct. 49 (5): 739–747. https://doi.org/10.1016/j.ijsolstr.2011.11.015.
Koohestani, K. 2013. “A computational framework for the form-finding and design of tensegrity structures.” Mech. Res. Commun. 54 (4): 41–49. https://doi.org/10.1016/j.mechrescom.2013.09.010.
Koohestani, K., and S. D. Guest. 2013. “A new approach to the analytical and numerical form-finding of tensegrity structures.” Int. J. Solids Struct. 50 (19): 2995–3007. https://doi.org/10.1016/j.ijsolstr.2013.05.014.
Koohestani, K., and A. Kaveh. 2010. “Efficient buckling and free vibration analysis of cyclically repeated space truss structures.” Finite Elem. Anal. Des. 46 (10): 943–948. https://doi.org/10.1016/j.finel.2010.06.009.
Lee, S., B. Woo, and J. Lee. 2014. “Self-stress design of tensegrity grid structures using genetic algorithm.” Int. J. Mech. Sci. 79 (1): 38–46. https://doi.org/10.1016/j.ijmecsci.2013.12.001.
Li, Y., X. Feng, Y. Cao, and H. Gao. 2010. “A Monte Carlo form-finding method for large scale regular and irregular tensegrity structures.” Int. J. Solids Struct. 47 (14–15): 1888–1898. https://doi.org/10.1016/j.ijsolstr.2010.03.026.
Masic, M., R. E. Skelton, and P. E. Gill. 2005. “Algebraic tensegrity form-finding.” Int. J. Solids Struct. 42 (16–17): 4833–4858. https://doi.org/10.1016/j.ijsolstr.2005.01.014.
Pagitz, M., and J. M. Mirats Tur. 2009. “Finite element based form-finding algorithm for tensegrity structures.” Int. J. Solids Struct. 46 (17): 3235–3240. https://doi.org/10.1016/j.ijsolstr.2009.04.018.
Pandia Raj, R., and S. D. Guest. 2006. “Using symmetry for tensegrity form-finding.” J. Int. Assoc. Shell Spatial Struct. 47: 245–252.
Paul, C., F. J. Valero-Cuevas, and H. Lipson. 2006. “Design and control of tensegrity robots for locomotion.” IEEE Trans. Robot. 22 (5): 944–957. https://doi.org/10.1109/TRO.2006.878980.
Rieffel, J., F. Valero-Cuevas, and H. Lipson. 2009. “Automated discovery and optimization of large irregular tensegrity structures.” Comput. Struct. 87 (5–6): 368–379. https://doi.org/10.1016/j.compstruc.2008.11.010.
Sareh, P., and S. D. Guest. 2015. “Design of isomorphic symmetric descendants of the Miura-ori.” Smart Mater. Struct. 24 (8): 085001. https://doi.org/10.1088/0964-1726/24/8/085001.
Schek, H. J. 1974. “The force density method for form finding and computation of general networks.” Comput. Methods Appl. Mech. Eng. 3 (1): 115–134. https://doi.org/10.1016/0045-7825(74)90045-0.
Skelton, R. E., and M. C. de Oliveira. 2009. Tensegrity systems. Berlin: Springer.
Sultan, C. 2013. “Stiffness formulations and necessary and sufficient conditions for exponential stability of prestressable structures.” Int. J. Solids Struct. 50 (14–15): 2180–2195. https://doi.org/10.1016/j.ijsolstr.2013.03.005.
Tibert, A. G., and S. Pellegrino. 2016. “Review of form-finding methods for tensegrity structures.” Int. J. Space Struct. 18 (4): 209–223. https://doi.org/10.1260/026635103322987940.
Tran, H., and J. Lee. 2011. “Form-finding of tensegrity structures with multiple states of self-stress.” Acta Mechanica 222 (1–2): 131–147. https://doi.org/10.1007/s00707-011-0524-9.
Tran, H. C., and J. Lee. 2010. “Advanced form-finding of tensegrity structures.” Comput. Struct. 88 (3–4): 237–246. https://doi.org/10.1016/j.compstruc.2009.10.006.
Zhang, J. Y., S. D. Guest, and M. Ohsaki. 2009. “Symmetric prismatic tensegrity structures. Part I: Configuration and stability.” Int. J. Solids Struct. 46 (1): 1–14. https://doi.org/10.1016/j.ijsolstr.2008.08.032.
Zhang, J. Y., and M. Ohsaki. 2006. “Adaptive force density method for form-finding problem of tensegrity structures.” Int. J. Solids Struct. 43 (18–19): 5658–5673. https://doi.org/10.1016/j.ijsolstr.2005.10.011.
Zhang, J. Y., and M. Ohsaki. 2007. “Stability conditions for tensegrity structures.” Int. J. Solids Struct. 44 (11–12): 3875–3886. https://doi.org/10.1016/j.ijsolstr.2006.10.027.
Zhang, J. Y., and M. Ohsaki. 2012. “Self-equilibrium and stability of regular truncated tetrahedral tensegrity structures.” J. Mech. Phys. Solids 60 (10): 1757–1770. https://doi.org/10.1016/j.jmps.2012.06.001.
Zhang, L., Y. Li, Y. Cao, and X. Feng. 2014a. “Stiffness matrix based form-finding method of tensegrity structures.” Eng. Struct. 58 (7): 36–48. https://doi.org/10.1016/j.engstruct.2013.10.014.
Zhang, L., B. Maurin, and R. Motro. 2006. “Form-finding of nonregular tensegrity systems.” J. Struct. Eng. 132 (9): 1435–1440. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:9(1435).
Zhang, P., K. Kawaguchi, and J. Feng. 2014b. “Prismatic tensegrity structures with additional cables: Integral symmetric states of self-stress and cable-controlled reconfiguration procedure.” Int. J. Solids Struct. 51 (25–26): 4294–4306. https://doi.org/10.1016/j.ijsolstr.2014.08.014.
Zingoni, A. 2009. “Group-theoretic exploitations of symmetry in computational solid and structural mechanics.” Int. J. Numer. Methods Eng. 79 (3): 253–289. https://doi.org/10.1002/nme.2576.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 10October 2018

History

Received: Mar 8, 2017
Accepted: Apr 11, 2018
Published online: Jul 13, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 13, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Yao Chen, Ph.D. [email protected]
Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, and National Prestress Engineering Research Center, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Graduate Student, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Jian Feng, Ph.D. [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, and National Prestress Engineering Research Center, Southeast Univ., Nanjing 211189, China (corresponding author). Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share