Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm

To obtain the optimal uniform prestress of a tensegrity structure with geometric configuration given, a novel method is developed for prestress design of tensegrity structures by utilizing the artificial fish swarm algorithm (AFSA). In the beginning, the form-finding process is implemented by solvin...

Full description

Bibliographic Details
Main Authors: Xiaodong Feng, Wanpeng Zhang, Yaozhi Luo, Sergio Zlotnik
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/1942373
id doaj-89e1c41259c4458dabe8987dedcf84a6
record_format Article
spelling doaj-89e1c41259c4458dabe8987dedcf84a62020-11-25T02:48:50ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/19423731942373Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm AlgorithmXiaodong Feng0Wanpeng Zhang1Yaozhi Luo2Sergio Zlotnik3College of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaCollege of Civil Engineering, Shaoxing University, Shaoxing 312000, ChinaCollege of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, ChinaLaboratori de Càlcul Numèric (LaCàN), E.T.S. Ingenieros de Caminos, Universitat Politècnica de Catalunya, Barcelona Tech, Barcelona 08034, SpainTo obtain the optimal uniform prestress of a tensegrity structure with geometric configuration given, a novel method is developed for prestress design of tensegrity structures by utilizing the artificial fish swarm algorithm (AFSA). In the beginning, the form-finding process is implemented by solving a linear homogeneous system concerning the self-equilibrium system. The issue is subsequently performed as a minimum problem by regulating the value of an objective function where the unilateral condition and the stress uniformity condition are entirely considered. The AFSA is adopted to search for the global minimum, leading to a set of initial prestresses that guarantee all the above conditions. Two illustrative examples have been fully studied to prove the accuracy and efficiency of the presented approach in prestress design of tensegrities according to the practical requirements. Furthermore, the numerical examples investigated in this paper confirm that the AFSA has explicit advantages of rapid convergence and overcoming the local minima.http://dx.doi.org/10.1155/2020/1942373
collection DOAJ
language English
format Article
sources DOAJ
author Xiaodong Feng
Wanpeng Zhang
Yaozhi Luo
Sergio Zlotnik
spellingShingle Xiaodong Feng
Wanpeng Zhang
Yaozhi Luo
Sergio Zlotnik
Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
Advances in Civil Engineering
author_facet Xiaodong Feng
Wanpeng Zhang
Yaozhi Luo
Sergio Zlotnik
author_sort Xiaodong Feng
title Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
title_short Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
title_full Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
title_fullStr Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
title_full_unstemmed Optimal Prestress Investigation on Tensegrity Structures Using Artificial Fish Swarm Algorithm
title_sort optimal prestress investigation on tensegrity structures using artificial fish swarm algorithm
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2020-01-01
description To obtain the optimal uniform prestress of a tensegrity structure with geometric configuration given, a novel method is developed for prestress design of tensegrity structures by utilizing the artificial fish swarm algorithm (AFSA). In the beginning, the form-finding process is implemented by solving a linear homogeneous system concerning the self-equilibrium system. The issue is subsequently performed as a minimum problem by regulating the value of an objective function where the unilateral condition and the stress uniformity condition are entirely considered. The AFSA is adopted to search for the global minimum, leading to a set of initial prestresses that guarantee all the above conditions. Two illustrative examples have been fully studied to prove the accuracy and efficiency of the presented approach in prestress design of tensegrities according to the practical requirements. Furthermore, the numerical examples investigated in this paper confirm that the AFSA has explicit advantages of rapid convergence and overcoming the local minima.
url http://dx.doi.org/10.1155/2020/1942373
work_keys_str_mv AT xiaodongfeng optimalprestressinvestigationontensegritystructuresusingartificialfishswarmalgorithm
AT wanpengzhang optimalprestressinvestigationontensegritystructuresusingartificialfishswarmalgorithm
AT yaozhiluo optimalprestressinvestigationontensegritystructuresusingartificialfishswarmalgorithm
AT sergiozlotnik optimalprestressinvestigationontensegritystructuresusingartificialfishswarmalgorithm
_version_ 1715381238069460992