Prestress Design of Tensegrity Structures Using Semidefinite Programming

Finding appropriate prestresses which can stabilize the system is a key step in the design of tensegrity structures. A semidefinite programming- (SDP-) based approach is developed in this paper to determine appropriate prestresses for tensegrity structures. Three different stability criteria of tens...

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Main Authors: Yafeng Wang, Xian Xu
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/5081463
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author Yafeng Wang
Xian Xu
author_facet Yafeng Wang
Xian Xu
author_sort Yafeng Wang
collection DOAJ
description Finding appropriate prestresses which can stabilize the system is a key step in the design of tensegrity structures. A semidefinite programming- (SDP-) based approach is developed in this paper to determine appropriate prestresses for tensegrity structures. Three different stability criteria of tensegrity structures are considered in the proposed approach. Besides, the unilateral property of members and the evenness of internal forces are taken into account. The stiffness of the whole system can also be optimized by maximizing the minimum eigenvalue of the tangent stiffness matrix. Deterministic algorithms are used to solve the semidefinite programming problem in polynomial time. The applicability of the proposed approach is verified by three typical examples. Compared to previous stochastic-based approaches, the global optimality of the solution of the proposed approach is theoretically guaranteed and the solution is exactly reproducible.
format Article
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institution Kabale University
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language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-79aca85847794edba6bc496a2e0b4a372025-02-03T01:26:20ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/50814635081463Prestress Design of Tensegrity Structures Using Semidefinite ProgrammingYafeng Wang0Xian Xu1Doctoral Candidate, Department of Civil Engineering, Zhejiang University, 866 Yuhangtang Road, Hangzhou, Zhejiang 310058, ChinaAssociate Professor, Department of Civil Engineering, Zhejiang University, 866 Yuhangtang Road, Hangzhou, Zhejiang 310058, ChinaFinding appropriate prestresses which can stabilize the system is a key step in the design of tensegrity structures. A semidefinite programming- (SDP-) based approach is developed in this paper to determine appropriate prestresses for tensegrity structures. Three different stability criteria of tensegrity structures are considered in the proposed approach. Besides, the unilateral property of members and the evenness of internal forces are taken into account. The stiffness of the whole system can also be optimized by maximizing the minimum eigenvalue of the tangent stiffness matrix. Deterministic algorithms are used to solve the semidefinite programming problem in polynomial time. The applicability of the proposed approach is verified by three typical examples. Compared to previous stochastic-based approaches, the global optimality of the solution of the proposed approach is theoretically guaranteed and the solution is exactly reproducible.http://dx.doi.org/10.1155/2019/5081463
spellingShingle Yafeng Wang
Xian Xu
Prestress Design of Tensegrity Structures Using Semidefinite Programming
Advances in Civil Engineering
title Prestress Design of Tensegrity Structures Using Semidefinite Programming
title_full Prestress Design of Tensegrity Structures Using Semidefinite Programming
title_fullStr Prestress Design of Tensegrity Structures Using Semidefinite Programming
title_full_unstemmed Prestress Design of Tensegrity Structures Using Semidefinite Programming
title_short Prestress Design of Tensegrity Structures Using Semidefinite Programming
title_sort prestress design of tensegrity structures using semidefinite programming
url http://dx.doi.org/10.1155/2019/5081463
work_keys_str_mv AT yafengwang prestressdesignoftensegritystructuresusingsemidefiniteprogramming
AT xianxu prestressdesignoftensegritystructuresusingsemidefiniteprogramming