Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory

Detalhes bibliográficos
Autor(a) principal: Wang,Da
Data de Publicação: 2016
Outros Autores: Zhang,Wei, Liu,YongMing, Liu,Yang
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Latin American journal of solids and structures (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001001838
Resumo: Abstract Strand tension control is essential in suspension bridge safety. However, few quantitative studies have examined the bending rigidity and boundary condition behavior of strands in the anchor span of suspension bridges because of their special structure and complex configuration. In this paper, a new calculation method for strand tension is explored by using dynamic balance theory to determine the effect of bending rigidity and boundary conditions. The accuracy and effectiveness of the proposed method are tested and confirmed with verification examples and application on Nanxi Yangtze Suspension Bridge in China. The results indicated that only low-order frequency calculation could be used to calculate the strand tension without considering the effect of bending rigidity to ensure control accuracy. The influence of bending rigidity on the control precision is related to the tension and the length of the strands, which is significantly determined by the specific value between the stress rigidity and the bending rigidity. The uncertain boundary conditions of the anchor span cable, which are fixed between consolidated and hinged, also have a major effect on the control accuracy. To improve the accuracy of strand tension control, the least squares method is proposed during the tension construction control of the anchor span. This approach can significantly improve the accuracy of the tension control of the main cable strand. Some recommendations for future bridge analysis are provided based on the results of this study.
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spelling Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance TheorySuspension bridgedynamic balance methodbending rigiditystrand tension controlfrequency methodleast squares methodAbstract Strand tension control is essential in suspension bridge safety. However, few quantitative studies have examined the bending rigidity and boundary condition behavior of strands in the anchor span of suspension bridges because of their special structure and complex configuration. In this paper, a new calculation method for strand tension is explored by using dynamic balance theory to determine the effect of bending rigidity and boundary conditions. The accuracy and effectiveness of the proposed method are tested and confirmed with verification examples and application on Nanxi Yangtze Suspension Bridge in China. The results indicated that only low-order frequency calculation could be used to calculate the strand tension without considering the effect of bending rigidity to ensure control accuracy. The influence of bending rigidity on the control precision is related to the tension and the length of the strands, which is significantly determined by the specific value between the stress rigidity and the bending rigidity. The uncertain boundary conditions of the anchor span cable, which are fixed between consolidated and hinged, also have a major effect on the control accuracy. To improve the accuracy of strand tension control, the least squares method is proposed during the tension construction control of the anchor span. This approach can significantly improve the accuracy of the tension control of the main cable strand. Some recommendations for future bridge analysis are provided based on the results of this study.Associação Brasileira de Ciências Mecânicas2016-10-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001001838Latin American Journal of Solids and Structures v.13 n.10 2016reponame:Latin American journal of solids and structures (Online)instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)instacron:ABCM10.1590/1679-78252519info:eu-repo/semantics/openAccessWang,DaZhang,WeiLiu,YongMingLiu,Yangeng2016-10-26T00:00:00Zoai:scielo:S1679-78252016001001838Revistahttp://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=pt&nrm=isohttps://old.scielo.br/oai/scielo-oai.phpabcm@abcm.org.br||maralves@usp.br1679-78251679-7817opendoar:2016-10-26T00:00Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)false
dc.title.none.fl_str_mv Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
title Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
spellingShingle Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
Wang,Da
Suspension bridge
dynamic balance method
bending rigidity
strand tension control
frequency method
least squares method
title_short Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
title_full Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
title_fullStr Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
title_full_unstemmed Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
title_sort Strand Tension Control in Anchor Span for Suspension Bridge Using Dynamic Balance Theory
author Wang,Da
author_facet Wang,Da
Zhang,Wei
Liu,YongMing
Liu,Yang
author_role author
author2 Zhang,Wei
Liu,YongMing
Liu,Yang
author2_role author
author
author
dc.contributor.author.fl_str_mv Wang,Da
Zhang,Wei
Liu,YongMing
Liu,Yang
dc.subject.por.fl_str_mv Suspension bridge
dynamic balance method
bending rigidity
strand tension control
frequency method
least squares method
topic Suspension bridge
dynamic balance method
bending rigidity
strand tension control
frequency method
least squares method
description Abstract Strand tension control is essential in suspension bridge safety. However, few quantitative studies have examined the bending rigidity and boundary condition behavior of strands in the anchor span of suspension bridges because of their special structure and complex configuration. In this paper, a new calculation method for strand tension is explored by using dynamic balance theory to determine the effect of bending rigidity and boundary conditions. The accuracy and effectiveness of the proposed method are tested and confirmed with verification examples and application on Nanxi Yangtze Suspension Bridge in China. The results indicated that only low-order frequency calculation could be used to calculate the strand tension without considering the effect of bending rigidity to ensure control accuracy. The influence of bending rigidity on the control precision is related to the tension and the length of the strands, which is significantly determined by the specific value between the stress rigidity and the bending rigidity. The uncertain boundary conditions of the anchor span cable, which are fixed between consolidated and hinged, also have a major effect on the control accuracy. To improve the accuracy of strand tension control, the least squares method is proposed during the tension construction control of the anchor span. This approach can significantly improve the accuracy of the tension control of the main cable strand. Some recommendations for future bridge analysis are provided based on the results of this study.
publishDate 2016
dc.date.none.fl_str_mv 2016-10-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001001838
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252016001001838
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/1679-78252519
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
publisher.none.fl_str_mv Associação Brasileira de Ciências Mecânicas
dc.source.none.fl_str_mv Latin American Journal of Solids and Structures v.13 n.10 2016
reponame:Latin American journal of solids and structures (Online)
instname:Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
instname_str Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron_str ABCM
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reponame_str Latin American journal of solids and structures (Online)
collection Latin American journal of solids and structures (Online)
repository.name.fl_str_mv Latin American journal of solids and structures (Online) - Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
repository.mail.fl_str_mv abcm@abcm.org.br||maralves@usp.br
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