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dc.contributor.authorMbithi, Michaelen
dc.contributor.authorYagi, Tomomien
dc.contributor.authorNoguchi, Kyoheien
dc.contributor.authorShigeta, Masatoshien
dc.contributor.authorSugii, Kenichien
dc.contributor.authorShirato, Hiromichien
dc.contributor.alternative八木, 知己ja
dc.contributor.alternative野口, 恭平ja
dc.contributor.alternative繁田, 匡寿ja
dc.contributor.alternative白土, 博通ja
dc.date.accessioned2022-10-21T00:53:55Z-
dc.date.available2022-10-21T00:53:55Z-
dc.date.issued2018-
dc.identifier.urihttp://hdl.handle.net/2433/276815-
dc.description.abstractIn order to realise effective maintenance and enhanced durability of structures, it is important to also reduce corrosion of bridges by airborne sea salt. The objective of this study is to reduce airborne sea salt adhesion amount on steel girder bridges by employing aerodynamic countermeasures. The study bridge is a typical metropolitan highway bridge with 8 I-shaped steel girders located in Japan. Aerodynamic countermeasure devices are employed to change the flow field around the bridge structure in an attempt to reduce wind velocity normal to the bridge girders. Devices existing on urban bridges such as noise barriers, median barriers, and facilities for passage of drainage pipes and electric cables, modelled as horizontal plates, are modified and investigated for their ability to reduce airborne sea salt adhesion amount. As additional devices, vertical plates are installed to change the flow separation and their applicability is also studied. Computational fluid dynamics is employed for flow field simulations and airborne sea salt adhesion amount is estimated by the improved concentration flux method. Findings indicate that horizontal plates and vertical plates significantly reduce airborne sea salt adhesion amount. Noise barriers and median barriers can also reduce airborne sea salt adhesion amount.en
dc.language.isoeng-
dc.publisherTaylor & Francisen
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 25 Jul 2017, available at: http://www.tandfonline.com/10.1080/15732479.2017.1354031.en
dc.rightsThe full-text file will be made open to the public on 25 Jul 2018 in accordance with publisher's 'Terms and Conditions for Self-Archiving'.en
dc.rightsThis is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。en
dc.subjectAirborne sea salten
dc.subjectaerodynamic countermeasuresen
dc.subjectconcentration flux methoden
dc.subjectbridge maintenanceen
dc.titleFlow field control to mitigate airborne sea salt adhesion on bridge girdersen
dc.typejournal article-
dc.type.niitypeJournal Article-
dc.identifier.jtitleStructure and Infrastructure Engineeringen
dc.identifier.volume14-
dc.identifier.issue3-
dc.identifier.spage348-
dc.identifier.epage364-
dc.relation.doi10.1080/15732479.2017.1354031-
dc.textversionauthor-
dcterms.accessRightsopen access-
datacite.date.available2018-07-25-
datacite.awardNumber15H02261-
datacite.awardNumber16J09269-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-15H02261/-
datacite.awardNumber.urihttps://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-16J09269/-
dc.identifier.pissn1573-2479-
dc.identifier.eissn1744-8980-
jpcoar.funderName日本学術振興会ja
jpcoar.funderName日本学術振興会ja
jpcoar.awardTitle沿岸構造物の維持管理戦略に資する海塩粒子付着量の推定と腐食劣化予測に関する研究ja
jpcoar.awardTitle構造物へ付着する塩分量の部位別予測と広域的かつ効果的な維持管理への適用ja
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